22_appendix g6 slake durability
TRANSCRIPT
Report No. 04.10013678
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Austin, Texas
Slake Durability
Slake Durability Classification(1)
(2) ASTM International Test Designation D4644-04
SLAKE DURABILITY TEST RESULTS
BT 220 @ 53.5-54.6Waller Creek Tunnel
47%
Low Durability
Slake Durability Classification(1)
A.S.T.M. Classification(2)
Initial Sample
After First Cycle
After Second Cycle
Slake Durability 55%
Very Low Durability
Type II
Report No. 04.10013678
Medium Durability
Slake Durability Classification(1)
A.S.T.M. Classification(2)
Initial Sample
After First Cycle
After Second Cycle
Slake Durability 90%
Medium Durability
Type II
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Austin, Texas
Slake Durability
Slake Durability Classification(1)
(2) ASTM International Test Designation D4644-04
SLAKE DURABILITY TEST RESULTS
BT 220 @ 65.8 - 66.9Waller Creek Tunnel
81%
Report No. 04.10013678
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Austin, Texas
Slake Durability
Slake Durability Classification(1)
(2) ASTM International Test Designation D4644-04
SLAKE DURABILITY TEST RESULTS
BT 221 @ 79.9 - 81.0Waller Creek Tunnel
91%
Medium High Durability
Slake Durability Classification(1)
A.S.T.M. Classification(2)
Initial Sample
After First Cycle
After Second Cycle
Slake Durability 94%
Medium Durability
Type II
Report No. 04.10013678
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Austin, Texas
Slake Durability
Slake Durability Classification(1)
(2) ASTM International Test Designation D4644-04
SLAKE DURABILITY TEST RESULTS
BO301P @ 56.7 - 57.9Waller Creek Tunnel
95%
High Durability
Slake Durability Classification(1)
A.S.T.M. Classification(2)
Initial Sample
After First Cycle
After Second Cycle
Slake Durability 98%
High Durability
Type II
Report No. 04.10013678
Very Low Durability
Slake Durability Classification(1)
A.S.T.M. Classification(2)
Initial Sample
After First Cycle
After Second Cycle
Slake Durability 50%
Very Low Durability
Type III
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Austin, Texas
Slake Durability
Slake Durability Classification(1)
(2) ASTM International Test Designation D4644-04
SLAKE DURABILITY TEST RESULTS
BO301P @ 86.0 - 87.0Waller Creek Tunnel
14%
Project: Waller Creek Tunnel Project Number: 04.10013678Client: Report Date:
Sample ID: BO300 @ 38.5-39.5 Date Sampled:Description: Grey Shale Formation:
Tested By: R Sassen
Reviewed By: ML Crenshaw
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
Date Reviewed:
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Date Tested:
A.S.T.M. Classification Type 1
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
Slake Durability
Medium High Durability
97.8%
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
96.1%
Slake Durability Classification(1) High Durability
Project Number: 4.10014 Project: Waller Creek Tunnel
Photo Y Photo Y
Water Temp (1) 74.5 Water Temp (1) 75.7
Tare Number Z2 Water Temp (2) 74.51 Water Temp (2) 75.6
Tare Wt 189.5 Average Temp 74.505 Average Temp 75.65
Wet Wt + Tare 724.6 Tare Number R2 Tare Number R2
Dry Wt + Tare 682.1 Tare Wt. 815.1 Tare Wt. 815.1Net Dry Weight(0) 492.6 Dry Wt. + Tare 1296.97 Dry Wt. + Tare 1290
Net Dry Wt(1) 481.9 Net Dry Wt(1) 474.9Moisture Content 8.64 Slake Durability1 97.83 Slake Durability2 96.41
Sample Prepared By: Date:
Cycle 1 Tested By Date:
Cycle 2 Tested By Date:
Testing Completed By: Date:
Calclated By: Date:
Checked By: Date:
ML Crenshaw
Slake Durability of Shales and Similar Weak Rocks
ASTM D4644
BORING NO. BO-300 @ 38.5-39.5ftCycle 2Cycle 1Initial Sample
ASTM TYPE= II (Retained specimen consists of large and small fragments)
ML Crenshaw
R SASSEN
R SASSEN
R SASSEN
R SASSEN
Project: Waller Creek Tunnel Project Number: 04.10013678Client: Report Date:
Sample ID: BI-300 @ 50.5-51.5' Date Sampled:Description: Grey Shale Formation:
Tested By: R Sassen
Reviewed By: ML Crenshaw
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
93.6%
Slake Durability Classification(1)
Medium High Durability
Cycle 1
Slake Durability Classification(1)
Slake Durability
Medium High Durability
96.7%
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
Date Reviewed:
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Date Tested:
A.S.T.M. Classification(2) 1
Cycle 2
Slake Durability
Initial Sample
Project Number: 4.10014 Project: Waller Creek Tunnel
Photo Y Photo Y
Water Temp (1) 74.53 Water Temp (1) 73.5
Tare Number A26 Water Temp (2) 74.53 Water Temp (2) 73.7
Tare Wt 195.7 Average Temp 74.53 Average Temp 73.6
Wet Wt + Tare 737.1 Tare Number R1 Tare Number R1
Dry Wt + Tare 682.2 Tare Wt. 820.6 Tare Wt. 820.6Net Dry Weight(0) 486.5 Dry Wt. + Tare 1291.08 Dry Wt. + Tare 1276.09
Net Dry Wt(1) 470.5 Net Dry Wt(1) 455.5Moisture Content 11.28 Slake Durability1 96.72 Slake Durability2 93.64
Sample Prepared By: Date:
Cycle 1 Tested By Date:
Cycle 2 Tested By Date:
Testing Completed By: Date:
Calclated By: Date:
Checked By: Date:ML Crenshaw
R SASSEN
R SASSEN
R SASSEN
R SASSEN
ML Crenshaw
Slake Durability of Shales and Similar Weak Rocks
ASTM D4644
BORING NO. BO-300 @ 50.5-51.5ftCycle 2Cycle 1Initial Sample
ASTM TYPE= II (Retained specimen consists of large and small fragments)
Project: Waller Creek Tunnel Project Number: 04.10013678Client: Report Date:
Sample ID: BI-300 @ 63.0-64.0' Date Sampled:Description: Grey Shale Formation:
Tested By: R Sassen
Reviewed By: ML Crenshaw
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
Date Reviewed: 10-21-08
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Date Tested: 09-03-08
A.S.T.M. Classification(2) 1
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
Slake Durability
Medium High Durability
96.9%
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
94.2%
Slake Durability Classification(1)
Medium High Durability
Project Number: 4.10014 Project: Waller Creek Tunnel
Photo Y Photo Y
Water Temp (1) 74.51 Water Temp (1) 75.61
Tare Number DD4 Water Temp (2) 74.5 Water Temp (2) 75.46
Tare Wt 188.4 Average Temp 74.505 Average Temp 75.535
Wet Wt + Tare 739.7 Tare Number L4 Tare Number L4
Dry Wt + Tare 694.8 Tare Wt. 821.7 Tare Wt. 821.7Net Dry Weight(0) 506.4 Dry Wt. + Tare 1312.28 Dry Wt. + Tare 1298.8
Net Dry Wt(1) 490.6 Net Dry Wt(1) 477.1Moisture Content 8.86 Slake Durability1 96.87 Slake Durability2 94.20
Sample Prepared By: Date:
Cycle 1 Tested By Date:
Cycle 2 Tested By Date:
Testing Completed By: Date:
Calclated By: Date:
Checked By: Date:
ML Crenshaw
Slake Durability of Shales and Similar Weak Rocks
ASTM D4644
BORING NO. BO-300 @ 63.0-64.0 ftCycle 2Cycle 1Initial Sample
ASTM TYPE= II (Retained specimen consists of large and small fragments)
ML Crenshaw
R SASSEN
R SASSEN
R SASSEN
R SASSEN
Project: Waller Creek Tunnel Project Number: 04.10013678Client: Report Date:
Sample ID: BI-500 @ 67.0 Date Sampled:Description: Grey Shale Formation:
Tested By: R Sassen
Reviewed By: ML Crenshaw
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
Date Reviewed: 10-21-08
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Date Tested: 09-03-08
A.S.T.M. Classification Type 2
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
Slake Durability
Medium High Durability
96.1%
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
91.5%
Slake Durability Classification(1)
Medium High Durability
Project Number: 4.10014 Project: Waller Creek Tunnel
Photo Y Photo Y
Water Temp (1) 73.4 Water Temp (1) 73.5
Tare Number W5 Water Temp (2) 73.1 Water Temp (2) 73.7
Tare Wt 188.5 Average Temp 73.25 Average Temp 73.6
Wet Wt + Tare 718.1 Tare Number W5 Tare Number W5
Dry Wt + Tare 647.2 Tare Wt. 188.5 Tare Wt. 188.5Net Dry Weight(0) 458.8 Dry Wt. + Tare 629.27 Dry Wt. + Tare 608.15
Net Dry Wt(1) 440.8 Net Dry Wt(1) 419.7Moisture Content 15.45 Slake Durability1 96.09 Slake Durability2 91.49
Sample Prepared By: Date:
Cycle 1 Tested By Date:
Cycle 2 Tested By Date:
Testing Completed By: Date:
Calclated By: Date:
Checked By: Date:
ML Crenshaw 10/21/2008
Slake Durability of Shales and Similar Weak Rocks
ASTM D4644
BORING NO. BI-500 @ 67.0ftCycle 2Cycle 1Initial Sample
ASTM TYPE= II (Retained specimen consists of large and small fragments)
ML Crenshaw 10/22/2008
R SASSEN 9/3/2008
ML Crenshaw 9/4/2008
ML Crenshaw 9/5/2008
ML Crenshaw 9/6/2008
Project: Waller Creek Tunnel Project Number: 04.10013678Client: Report Date:
Sample ID: BI-500 @ 82.0' Date Sampled:Description: Grey Shale Formation:
Tested By: R Sassen
Reviewed By: ML Crenshaw
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
96.3%
Slake Durability Classification(1) High Durability
Cycle 1
Slake Durability Classification(1)
Slake Durability
Medium High Durability
97.6%
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
Date Reviewed: 10-21-08
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Date Tested: 09-03-08
A.S.T.M. Classification(2) 2
Cycle 2
Slake Durability
Initial Sample
Project Number: 4.10014 Project: Waller Creek Tunnel
Photo Y Photo Y
Water Temp (1) 73.5 Water Temp (1) 73.5
Tare Number EE5 Water Temp (2) 73.2 Water Temp (2) 73.7
Tare Wt 189.5 Average Temp 73.25 Average Temp 73.6
Wet Wt + Tare 737.0 Tare Number EE5 Tare Number EE5
Dry Wt + Tare 697.0 Tare Wt. 189.5 Tare Wt. 189.5Net Dry Weight(0) 507.5 Dry Wt. + Tare 685.05 Dry Wt. + Tare 677.97
Net Dry Wt(1) 495.5 Net Dry Wt(1) 488.5Moisture Content 7.88 Slake Durability1 97.64 Slake Durability2 96.25
Sample Prepared By: Date:
Cycle 1 Tested By Date:
Cycle 2 Tested By Date:
Testing Completed By: Date:
Calclated By: Date:
Checked By: Date:ML Crenshaw 10/22/2008
R SASSEN 9/3/2008
ML Crenshaw 9/4/2008
ML Crenshaw 9/5/2008
ML Crenshaw 9/6/2008
ML Crenshaw 10/21/2008
Slake Durability of Shales and Similar Weak Rocks
ASTM D4644
BORING NO. BI-500 @ 82.0ftCycle 2Cycle 1Initial Sample
ASTM TYPE= II (Retained specimen consists of large and small fragments)
Project: Waller Creek Tunnel Project Number: 04.10013678Client: Report Date:
Sample ID: BI-500 @ 49.5' - 50.5' Date Sampled:Description: Grey Shale Formation:
Tested By: R Sassen
Reviewed By: ML Crenshaw
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
Date Reviewed: 10-21-08
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
Date Tested: 09-03-08
A.S.T.M. Classification(2) 1
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
Slake Durability
Medium Durability
94.8%
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
89.6%
Slake Durability Classification(1)
Medium High Durability
Project Number: 4.10014 Project: Waller Creek Tunnel
Photo Y Photo Y
Water Temp (1) 73.1 Water Temp (1) 73.4
Tare Number X4 Water Temp (2) 73 Water Temp (2) 73.6
Tare Wt 188.4 Average Temp 73.05 Average Temp 73.5
Wet Wt + Tare 729.9 Tare Number X4 Tare Number X4
Dry Wt + Tare 653.9 Tare Wt. 188.4 Tare Wt. 188.4Net Dry Weight(0) 465.6 Dry Wt. + Tare 629.83 Dry Wt. + Tare 605.27
Net Dry Wt(1) 441.5 Net Dry Wt(1) 416.9Moisture Content 16.32 Slake Durability1 94.83 Slake Durability2 89.55
Sample Prepared By: Date:
Cycle 1 Tested By Date:
Cycle 2 Tested By Date:
Testing Completed By: Date:
Calclated By: Date:
Checked By: Date:
ML Crenshaw 10/21/2008
Slake Durability of Shales and Similar Weak Rocks
ASTM D4644
BORING NO. BI-500 @ 49.5-50.5 ftCycle 2Cycle 1Initial Sample
ASTM TYPE= II (Retained specimen consists of large and small fragments)
ML Crenshaw 10/22/2008
R SASSEN 9/3/2008
ML Crenshaw 9/4/2008
ML Crenshaw 9/5/2008
ML Crenshaw 9/6/2008
Sample ID:Description:
MEDIUM
94.6%
BO-303 @ 56.7 - 58 FDark Gray Shale
Date Sampled:Formation:
Project Name: Waller Creek Tunnel - Phase 2 Project Number: 1001-3678Client: Report Date:
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
A.S.T.M. Classification TYPE I
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
90.9%
Slake Durability Classification(1) MEDIUM HIGH
Tested By: D Ramby
Reviewed By: ML Crenshaw
Date Tested: 03/17-19/09
Date Reviewed: 03/24/09
Slake Durability
Sample ID:Description:
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
95.5%
Slake Durability Classification(1) HIGH
Tested By: D. Ramby
Reviewed By: ML Crenshaw
Date Tested: 03/16-19/09
Date Reviewed: 03/24/09
Slake Durability
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
A.S.T.M. Classification TYPE I
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
Date Sampled:Formation:
Project Name: Waller Creek Tunnel Phase 2 Project Number: 04.10013678Client: Report Date:
MEDIUM HIGH
97.5%
BI-514 74.0-75.0 FTDark Gray Shale
Sample ID:Description:
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE PERMISSION OF FUGRO.
84.3%
Slake Durability Classification(1) MEDIUM
Tested By: D. RAMBY
Reviewed By: R. SASSEN
Date Tested: 03/04-06/09
Date Reviewed: 03/13/09
Slake Durability
Standard Test Method for Slake Durability of Shales and Similar Weak Rocks
ASTM D 4644-04
(1) Gamble, J.C. (1971). Durability-Plasticity Classification of Shales and other Argillaceous Rocks: Ph D. Thesis, University of Illinois, Urbana
A.S.T.M. Classification TYPE 1
Cycle 2
Slake Durability
Initial Sample Cycle 1
Slake Durability Classification(1)
Date Sampled:Formation:
Project Name: Waller Creek Tunnel - Phase 2B Project Number: 04.10013678Client: Report Date:
MEDIUM
88.6%
BT-222, 65 ftGRAY CLAYSHALE