McElhanney Consulting Services Ltd. SIEVE ANALYSIS REPORT · Prince George, BC SIEVE ANALYSIS...
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McElhanney Consulting Services Ltd. Suite 12-556 North Nechako Rd Prince George, BC SIEVE ANALYSIS REPORT MoTi SERIES Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136. PROJECT NO. CLIENT C.C. 2321-22400 Ministry of Transportation and Ministry of Transportation and Infrastructure #213-1001 4th Avenue Prince George, BC V2L 3H9 ATTN: Mr. Todd Wikjord, P.Geo Aggregate Prospecting Services 26 Jan 21,2019 Nov 21,2018 TO PROJECT SIEVE TEST NO. DATE TESTED DATE SAMPLED COMMENTS PER. Page 1 of 1 Jan 23,2019 Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request. McElhanney Consulting Services Ltd. CONTRACTOR GRAVEL SIZES GRADATION LIMITS 100.0 95.6 86.8 81.6 72.4 65.0 SAMPLED BY R. Fenske SUPPLIER 24 Mile Pit SOURCE TP19-01, SA01, 0.05-4.5 m SPECIFICATION TEST METHOD WASHED TESTED BY R. Fenske MATERIAL TYPE PERCENT PASSING 63 mm 50 mm 37.5 mm 25 mm 19 mm 12.5 mm 9.5 mm SAND SIZES AND FINES GRADATION LIMITS 47.9 37.5 24.2 11.7 2.3 0.6 0.3 PERCENT PASSING 4.75 mm 2.36 mm 1.18 mm 600 μm 300 μm 150 μm 75 μm MOISTURE CONTENT 5.4 % DATE RECEIVED Nov 25,2018
Transcript of McElhanney Consulting Services Ltd. SIEVE ANALYSIS REPORT · Prince George, BC SIEVE ANALYSIS...
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
26 Jan 21,2019 Nov 21,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 23,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
100.0 95.6 86.8 81.6 72.4 65.0
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP19-01, SA01, 0.05-4.5 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
47.9 37.5 24.2 11.7 2.3 0.6 0.3
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.4%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger are not included in the laboratory analysis. Percentpassing the 75mm sieve = 100%. Tested as per ASTM C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2003Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
5 2019.Feb.02 2018.Nov.22
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.05
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
93.8 88.7 84.6 76.5 69.7 61.0 54.6
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP 19-06 SA 6, 0.2-4.2mSPECIFICATION TEST METHOD WASHED
TESTED BY V. Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
41.9 31.4 20.2 8.3 2.3 1.3 1.0
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 3.7%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger are not included in the laboratory analysis. Percentpassing the 100mm sieve = 100%. Tested as per ASTM C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2003Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
10 2019.Feb.04 2018.Nov.22
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.15
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
94.9 88.3 81.2 72.0 65.3 54.3 47.7
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP 18-07 SA7, 0.2m-4.2mSPECIFICATION TEST METHOD WASHED
TESTED BY V. Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
35.9 27.7 19.7 10.8 4.7 2.9 2.3
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 2.3%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger are not included in the laboratory analysis. Percentpassing the 75mm sieve = 100%. Tested as per ASTM C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2003Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
6 2019.Feb.01 2018.Nov.22
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.05
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
94.5 93.2 87.3 77.4 70.8 63.4 56.8
SAMPLED BY R.FenskeSUPPLIER 24 Mile PitSOURCE TP 18-08 SA08, 0.2 - 3.2mSPECIFICATION TEST METHOD WASHED
TESTED BY V.Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
43.2 31.2 19.8 10.5 5.4 3.8 2.9
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 4.1%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger are not included in the laboratory analysis. Percentpassing the 75mm Sieve = 100%. Tested as per ASTM C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2003Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
8 2019.Feb.02 2018.Nov.22
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.05
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
96.4
92.4 85.4 79.7 74.8 69.8
SAMPLED BY R.FenskeSUPPLIER 24 Mile PitSOURCE TP 18-18 SA18, 0.2 - 2.6mSPECIFICATION TEST METHOD WASHED
TESTED BY V.Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
57.3 43.8 27.4 11.3 4.1 2.2 1.5
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 6.1%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger are not included in the laboratory analysis. Tested as per C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2003Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
9 2019.Feb.05 2018.Nov.18
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.05
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
100.0 98.3 87.9 79.4 69.0 61.8
SAMPLED BY R.FenskeSUPPLIER 24 Mile PitSOURCE TP 18-20 SA20, 0.2 - 2.5mSPECIFICATION TEST METHOD WASHED
TESTED BY V.Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
48.1 37.4 27.5 19.2 12.3 8.7 3.9
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.6%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Sample taken: 2500g
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
27 Jan 22,2019 Nov 22,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 24,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
100.0 78.6 69.4 57.7 50.4
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP19-02, SA21, 0.2-1.6 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
34.2 23.2 14.6 7.6 3.4 2.4 1.4
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.1%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
28 Jan 22,2019 Nov 22,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 24,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
97.7
95.4 90.2 84.9 76.9 72.0
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP19-22, SA22, 1.0-2.9 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
57.6 50.3 36.7 21.0 8.4 5.3 4.1
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.6%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
29 Jan 22,2019 Nov 22,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 24,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
97.0 90.7 85.8 78.7 73.0 62.7 56.8
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP19-23, SA23, 0.2-4.6 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
43.2 34.2 23.9 14.8 3.9 1.9 1.3
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.0%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger are not included in the laboratory analysis. Percentpassing the 75mm sieve = 100%. Tested as per ASTM C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2000 Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
11 2019.Feb.04 2018.Nov.22
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.15
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
100.0 98.0 94.2 85.6 78.8 69.7 62.6
SAMPLED BY R.FenskeSUPPLIER 24 Mile PitSOURCE TP 18-25 SA25, 0.8m - 4.6mSPECIFICATION TEST METHOD WASHED
TESTED BY V.Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
50.8 39.1 27.0 14.2 5.2 3.2 2.5
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.3%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
30 Jan 22,2019 Nov 22,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Feb 08,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
97.5 89.6 76.7 65.0 56.7 44.0 36.1
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP19-26, SA26, 0.4-4.3 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
17.7 13.9 8.6 5.8 3.4 2.5 2.2
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 9.2%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services LtdUnit 1 - 5008 Pohle Ave
Terrace, B.C. V8G 4S8
SIEVE ANALYSIS REPORT63mm Series SERIES
Materials 75mm and larger were not included in the laboratory analysis.Percent passing the 75mm sieve = 100%. Tested as per C117 and C136 standards.
PROJECT NO.
CLIENT
C.C.
2321-22400-01 Task 2003Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvePrince George, BCV2L 3H9
ATTN: Mr Todd Wikjord, P. Geo.
Aggregate Prospecting Services
7 2019.Feb.01 2018.Nov.22
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 2019.Feb.05
Materials testing
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
92.5 83.8 72.7 56.6 48.7 38.1 33.1
SAMPLED BY R.FenskeSUPPLIER 24 Mile PitSOURCE TP 18-27 SA27, 0.1-4.6mSPECIFICATION TEST METHOD WASHED
TESTED BY V.Whitaker
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
25.2 21.7 16.4 11.4 7.2 4.9 3.7
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 2.3%
DATE RECEIVED2018.Nov.30
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
31 Jan 22,2019 Nov 22,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 25,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
97.7 95.4 89.1 79.6 73.5 63.0 57.3
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP18-31, SA31, 0.0-3.8 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
43.4 32.3 20.6 7.8 1.5 0.7 0.5
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 8.0%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
32 Jan 22,2019 Nov 23,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 25,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
94.7 87.3 79.6 70.2 62.1 50.4 43.8
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP18-32, SA32, 0.0-4.8 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
26.5 18.1 7.8 3.6 2.1 1.6 1.4
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.3%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
33 Jan 22,2019 Nov 23,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 25,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
93.8 88.9 80.2 64.2 56.5 46.8 41.6
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP18-33, SA33, 0.1-4.5 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
28.2 18.6 10.1 5.3 1.9 1.0 0.6
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 7.8%
DATE RECEIVEDNov 25,2018
McElhanney Consulting Services Ltd.Suite 12-556 North Nechako Rd
Prince George, BC
SIEVE ANALYSIS REPORTMoTi SERIES
Material 75 mm and larger not included in the laboratory analysis. Tested as per ASTM C177 and ASTM C136.
PROJECT NO.
CLIENT
C.C.
2321-22400Ministry of Transportation and
Ministry of Transportation andInfrastructure#213-1001 4th AvenuePrince George, BCV2L 3H9
ATTN: Mr. Todd Wikjord, P.Geo
Aggregate Prospecting Services
34 Jan 22,2019 Nov 23,2018
TO
PROJECT
SIEVE TEST NO. DATE TESTED DATE SAMPLED
COMMENTS
PER.Page 1 of 1 Jan 25,2019Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request.
McElhanney Consulting Services Ltd.
CONTRACTOR
GRAVEL SIZES GRADATIONLIMITS
91.3 82.8 78.3 68.7 60.4 51.1 45.8
SAMPLED BY R. FenskeSUPPLIER 24 Mile PitSOURCE TP18-34, SA34, 0.1-4.6 mSPECIFICATION TEST METHOD WASHED
TESTED BY R. Fenske
MATERIAL TYPE
PERCENTPASSING
63 mm50 mm37.5 mm25 mm19 mm12.5 mm9.5 mm
SAND SIZES AND FINES GRADATIONLIMITS
33.2 24.8 15.8 8.3 3.3 2.2 1.7
PERCENTPASSING
4.75 mm2.36 mm1.18 mm600 µm300 µm150 µm75 µm
MOISTURE CONTENT 5.3%
DATE RECEIVEDNov 25,2018
MICRO-DEVAL ASTM D6928
Project No. Client:Pit: Date Sampled: Product: Date Rec'd: T.P. 19-07 Sample #: 7 Date Tested: Technician: VW
Passing Retained mm Inches mm Inches Required Actual Required Actual Required Actual19.0 3/4 16.0 5/8 375 g 376.216.0 5/8 12.5 1.2 375 g 374.612.5 1/2 9.5 3/8 750 g 753.7 750 g -9.5 3/8 6.3 0.265 375 g 0.0 750 g 0.06.3 0.265 4.75 # 4 375 g 0.0 750 g 0.0
Total 1504.5 - 0.0 - 0.0
1504.51363.3
Pan Weight (B) 0.0
2321-22400-01 Task 2003 MOTI24 Mile Pit November 13, 2019Gravel November 22, 2019
Final Sample Weight (C)
Percent Loss 9.39%
February 12, 2019
"A" Grading (3/4"-) "B" Grading (1/2"-) "C" Grading (3/8"-)
Max Size Aggregate Used
Intital Sample Weight (A)
Reviewed By: ___________________
MICRO-DEVAL ASTM D6928
Project No. Client:Pit: Date Sampled: Product: Date Rec'd: T.P. 19-18 Sample #: 18 Date Tested: Technician: VW
Passing Retained mm Inches mm Inches Required Actual Required Actual Required Actual19.0 3/4 16.0 5/8 375 g 375.416.0 5/8 12.5 1.2 375 g 375.112.5 1/2 9.5 3/8 750 g 751.9 750 g -9.5 3/8 6.3 0.265 375 g 0.0 750 g 0.06.3 0.265 4.75 # 4 375 g 0.0 750 g 0.0
Total 1502.4 - 0.0 - 0.0
1502.41362.6
Pan Weight (B) 0.0
2321-22400-01 Task 2003 MOTI24 Mile Pit November 13, 2019Gravel November 22, 2019
Final Sample Weight (C)
Percent Loss 9.31%
February 12, 2019
"A" Grading (3/4"-) "B" Grading (1/2"-) "C" Grading (3/8"-)
Max Size Aggregate Used
Intital Sample Weight (A)
Reviewed by: __________________
MICRO-DEVAL ASTM D6928
Project No. Client:Pit: Date Sampled: Product: Date Rec'd: T.P. 19-25 Sample #: 25 Date Tested: Technician: VW
Passing Retained mm Inches mm Inches Required Actual Required Actual Required Actual19.0 3/4 16.0 5/8 375 g 375.016.0 5/8 12.5 1.2 375 g 375.012.5 1/2 9.5 3/8 750 g 750.7 750 g -9.5 3/8 6.3 0.265 375 g 0.0 750 g 0.06.3 0.265 4.75 # 4 375 g 0.0 750 g 0.0
Total 1500.7 - 0.0 - 0.0
1500.71386.6
Pan Weight (B) 0.0Final Sample Weight (C)
Percent Loss 7.60%
February 14, 2019
"A" Grading (3/4"-) "B" Grading (1/2"-) "C" Grading (3/8"-)
Max Size Aggregate Used
Intital Sample Weight (A)
2321-22400-01 Task 2003 MOTI24 Mile Pit November 13, 2019Gravel November 22, 2019
Reviewed by: ___________________
MICRO-DEVAL ASTM D6928
Project No. Client:Pit: Date Sampled: Product: Date Rec'd: T.P. 19-27 Sample #: 27 Date Tested: Technician: VW
Passing Retained mm Inches mm Inches Required Actual Required Actual Required Actual19.0 3/4 16.0 5/8 375 g 373.116.0 5/8 12.5 1.2 375 g 375.612.5 1/2 9.5 3/8 750 g 749.4 750 g -9.5 3/8 6.3 0.265 375 g 0.0 750 g 0.06.3 0.265 4.75 # 4 375 g 0.0 750 g 0.0
Total 1498.1 - 0.0 - 0.0
1498.11355.0
Pan Weight (B) 0.0
2321-22400-01 Task 2003 MOTI24 Mile Pit November 13, 2019Gravel November 22, 2019
Final Sample Weight (C)
Percent Loss 9.55%
February 2, 2019
"A" Grading (3/4"-) "B" Grading (1/2"-) "C" Grading (3/8"-)
Max Size Aggregate Used
Intital Sample Weight (A)
Reviewed by: __________________
Project No. Client:Pit: Date Sampled:Product: Date Rec'd: T.P. 18-07 Sample #: 7 Date Tested:
Trial # 1 2 3 4 Average
Clay Height (mm): 129.5 134.6 119.4 124.5
Sediment Period: 20 min. 20 min. 20 min. 20 min.
Sand Height (mm): 111.8 104.1 94.0 101.6
Sand Equivalent (SE): 86.3 77.4 78.7 81.6 81.0
Calculations:Sand Equivalent (SE) = (Sand Height / Clay Height) x 100
INTERPRETATION OF RESULTS
Sand Equivalent (SE)
PlasticMaterial
REMARKS
Possible PlasticMaterial
Absence ofPlastic Fines
SAND EQUIVALENT TEST A.S.T.M. D-2419
40 30 2050
24 Mile PitNovember 30, 2018
MOTINovember 22, 2018
February 13, 2019
2321-22400-01 Task 2003
Reveiwed by: ____________________
Project No. Client:Pit: Date Sampled:Product: Date Rec'd: T.P. 18-18 Sample #: 18 Date Tested:
Trial # 1 2 3 4 Average
Clay Height (mm): 152.4 177.8 147.3 154.9
Sediment Period: 20 min. 20 min. 20 min. 20 min.
Sand Height (mm): 91.4 96.5 101.6 104.1
Sand Equivalent (SE): 60.0 54.3 69.0 67.2 62.6
Calculations:Sand Equivalent (SE) = (Sand Height / Clay Height) x 100
INTERPRETATION OF RESULTS
Sand Equivalent (SE)
PlasticMaterial
REMARKS
Possible PlasticMaterial
Absence ofPlastic Fines
SAND EQUIVALENT TEST A.S.T.M. D-2419
40 30 2050
24 Mile PitNovember 30, 2018
MOTINovember 22, 2018
February 4, 2019
2321-22400-01 Task 2003
Reviewed by: __________________
Project No. Client:Pit: Date Sampled:Product: Date Rec'd: T.P. 18-25 Sample #: 25 Date Tested:
Trial # 1 2 3 4 Average
Clay Height (mm): 185.4 167.6 137.2 134.6
Sediment Period: 20 min. 20 min. 20 min. 20 min.
Sand Height (mm): 94.0 88.9 83.8 88.9
Sand Equivalent (SE): 50.7 53.0 61.1 66.0 57.7
Calculations:Sand Equivalent (SE) = (Sand Height / Clay Height) x 100
INTERPRETATION OF RESULTS
Sand Equivalent (SE)
PlasticMaterial
REMARKS
Possible PlasticMaterial
Absence ofPlastic Fines
SAND EQUIVALENT TEST A.S.T.M. D-2419
40 30 2050
24 Mile PitNovember 30, 2018
MOTINovember 22, 2018
February 8, 2019
2321-22400-01 Task 2003
Reviewed by: __________________
Project No. Client:Pit: Date Sampled:Product: Date Rec'd: T.P. 18-27 Sample #: 27 Date Tested:
Trial # 1 2 3 4 Average
Clay Height (mm): 157.5 193.0 172.7 203.2
Sediment Period: 20 min. 20 min. 20 min. 20 min.
Sand Height (mm): 88.9 96.5 91.4 96.5
Sand Equivalent (SE): 56.5 50.0 52.9 47.5 51.7
Calculations:Sand Equivalent (SE) = (Sand Height / Clay Height) x 100
INTERPRETATION OF RESULTS
Sand Equivalent (SE)
PlasticMaterial
REMARKS
Possible PlasticMaterial
Absence ofPlastic Fines
SAND EQUIVALENT TEST A.S.T.M. D-2419
40 30 2050
24 Mile PitNovember 30, 2018
MOTINovember 22, 2018
February 5, 2019
2321-22400-01 Task 2003
Reveiwed by: ____________________
Client: MoTIDate Sampled: Date Rec'd:
Project No. 2321-22400-01 Task 2003 Pit: 24 Mile PitProduct:T.P. 18-06 Sample #: 6 Date Tested:
BULK RELATIVE DENSITY OF AGGREGATECOARSE AGGREGATE
BULK RELATIVE DENSITY 2.596PERCENT WATER ABSORPTION 1.53
FINE AGGREGATE
BULK RELATIVE DENSITY 2.527PERCENT WATER ABSORPTION 2.53
November 21, 2018November 30, 2018
February 6, 2019
Reviewed by: __________________
Project No. 2321-22400-01 Task 2003 Client: MoTIPit: 24 Mile Pit Date Sampled: Product: Date Rec'd: T.P. 18-08 Sample #: 8 Date Tested:
BULK RELATIVE DENSITY OF AGGREGATECOARSE AGGREGATE
BULK RELATIVE DENSITY 2.600PERCENT WATER ABSORPTION 1.69
FINE AGGREGATE
BULK RELATIVE DENSITY 2.514PERCENT WATER ABSORPTION 2.70
November 21, 2018November 30, 2018
February 6, 2019
Reveiwed by: ____________________
Project No. 2321-22400-01 Task 2003 Client: MoTIPit: 24 Mile Pit Date Sampled: Product: Date Rec'd: T.P. 18-20 Sample #: 20 Date Tested:
BULK RELATIVE DENSITY OF AGGREGATECOARSE AGGREGATE
BULK RELATIVE DENSITY 2.581PERCENT WATER ABSORPTION 1.75
FINE AGGREGATE
BULK RELATIVE DENSITY 2.515PERCENT WATER ABSORPTION 2.79
November 21, 2018November 30, 2018
February 6, 2019
Reviewed by: __________________
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