The ground water level recorded in standpipe piezometer SP13-3 decreased by 0.15 m, since the December 17, 2014 reading, to 2.26 m below ground surface. The standpipe piezometer

-•• THURBER ENGINEERING LTD.

February 5, 2015

Alberta Transportation 2nd Floor, Twin Atria Building 4999-98 Avenue Edmonton, Alberta T6B 2X3

Attention: Mr. Rocky Wang, P. Eng.

File: 15-16-282

HWY 621:02 PEMBINA RIVER BRIDGE (BF74969) INSTRUMENTATION MONITORING RESULTS- REPORT 14

Dear Sir:

This letter presents the instrumentation monitoring results carried out by Thurber Engineering Ltd. for the above noted project. This is the last set of instrumentation readings taken for this assignment.

1. OBSERVATIONS

1.1 Field Program and Instrumentation Status

Two slope inclinometers (SI13-1 and 8113-3), one standpipe piezometer (SP13-3), and four vibrating wire piezometers (VW13-1A, VW13-1 , VW13-2 and VW13-3) were read on January 19, 2015, by Mr. James Galipeau of Thurber Engineering Ltd. (Thurber). One strain gauge (SG13-2) and three tiltmeters (5038, 5041 , and 5042) were also monitored during the reading event. Slope inclinometers Sl1 and Sl14-1 and pneumatic piezometers PZ1 and PZ2 could not be read as the instruments were frozen. VW13-2 did not show an output on the readout and may have malfunctioned.

The Sis were read using a RST Digital Inclinometer probe with 2 ft. wheelbase and a RST Pocket PC readout. Inclinometer reading depths were defined as per cable markings with respect to the top of the inclinometer casing. The strain gauges were read using a RST Pocket PC readout. The vibrating wire piezometers were read using a GEO-KON GK-404 Digital VW data recorder device. The standpipe piezometer was read using a SINCO dipmeter.

2. INTERPRETATION

2.1 Zones of Movement

Zones of movement are summarized in Table 1 at the end of this report. This table also provides a historical account of the total movement, the depth of movement, and the maximum rate of movement that has occurred at this site since the initialization of the slope inclinometers.

4127 Roper Road, Edmonton, AB T6B 355 T: 780 4381460 F: 780 437 7125 thurbe r: ca

-•• THURBER

2.2 Interpretation of Monitoring Results

Slope inclinometer Sl13-1 showed no discernible movement since the December 17, 2014 reading. Sl13-3 showed a creep rate of movement of 4.9 mm/yr over 16.6 m to 20.3 m depth.

The water levels in pneumatic piezometers PZ1 and PZ2 could not be read as the instruments were frozen. The pneumatic piezometer readings are summarized in Table 2.

The ground water level recorded in standpipe piezometer SP13-3 decreased by 0.15 m, since the December 17, 2014 reading , to 2.26 m below ground surface. The standpipe piezometer reading is summarized in Table 3.

The ground water levels decreased in vibrating wire piezometers VW13-1 A, VW13-1 and VW13-3 by 0.11 m, 0.08 m, and 0.08 m, respectively, since the previous readings on December 17, 2014. VW13-2 did not show an output on the readout and may be damaged. The instrument status will need to be confirmed during the next reading event. The vibrating wire piezometer readings are summarized in Table 4.

Four strain gauges were installed on the east ends of the bridge girders to monitor the stresses on the bridge structure. One strain gauge (SG13-2) remains functioning while the other three were reported stolen on July 31 , 2014. After initial increases in stress was observed in the strain gauges during the installation of the sub-drains, the stress recorded on the girder appears to have decreased. The stresses recorded in the strain gauges since completion of the sub-drains appears to be related to thermal expansion and contraction of the bridge girders. A plot of the true load related strain for strain gauge SG13-2, up to January 19, 2015, is attached to the end of this letter.

Three biaxial tiltmeters were installed on the bridge piers on March 7, 2014 to monitor movement of the piers. The tiltmeters measure the rotation perpendicular (Axis A) and parallel (Axis B) to the pier. A plot of the change in rotation from installation date in the A and B axes is attached to the end of this letter.

The Sl and piezometer plots, as well as the instrumentation field monitoring sheets are provided at the end of this letter. The instrument locations are presented on Drawing No. 15-16-282-1 .

3. RECOMMENDATIONS

3.1 Future Work

The instruments should continue to be read by the GRMP geotechnical engineering consultant for this region twice per year.

Client: File: e·file :

Alberta Transportation 15-16-282 \\H\ 15\16-282 let - Edm

Date: February 5, 2015

Page 2 of 3

-•• THURBER

3.2 Instrumentation Repairs

No instrument repairs are required at this time.

4. CLOSURE We trust this letter meets with your present requirements. If you have any questions, please contact us at your convenience.

Yours truly, Thurber Engineering Ltd. Renate Clementine, Ph.D., P. Eng. Review Principal

Niels Rasmussen, P.Geo. Project Geologist /ric

Attachments: • Tables 1 to 4 • Drawing 15-16-282-1 • Slope Inclinometer, Piezometer, Strain Gauge and Tiltmeter Plots

cc: Ali Alou, E.I.T.

Client: File: e-file:

Alberta Transportation 15-16-282 \\H\15\16-282 1et- Edm

Date: February 5, 2015

Page 3 of 3

-THURBER

D t M 't d J ae on1 ore anuary 19 2015 .

INSTRUMENT # DATE INITIALIZED

Sl1 August 31, 2006

Sl13-1 May 23,2013

Sl13-3 May 23, 2013

Sl14-1 (1A) February 22, 2014

•

D t M 't d J ae om ore : anuary 19 2015 . INSTRUMENT# DATE INITIALIZED

PZ1 September 11 , 2006

PZ2 September 11 , 2006

\\H\ 15\16-282

TOTAL CUMULATIVE RESULTANT MOVEMENT AND

DEPTH OF MOVEMENT TO DATE (mm)

1. 7 mm over 2.5 m to 4.9 m depth in 345° direction

59.4 mm over 10.5 m to 14.2 m depth in 290° direction



No discernible movement

TABLE 1 HWY 621:02 PEMBINA RIVER BRIDGE (BF74969)

SLOPE INCLINOMETER INSTRUMENTATION READING SUMMARY

MAXIMUM RATE OF DATE OF MOVEMENT CURRENT STATUS LATEST

(mm/yr) READING

DATE OF PREVIOUS READING

1.3 mm/yr in October Frozen

December 17, October 14, 2014

2010 2014 293.4 mm/yr in July

2013 Operational January 19, 2015

December 17, 4707.8 mm/yr in 2014 November 2013 377.7 mm/yr in

Operational January 19, 2015 December 17,

November 2013 2014

N/A Frozen December 17, October 14, 2014

2014


PNEUMATIC PIEZOMETER INSTRUMENTATION READING SUMMARY

LATEST MAXIMUM PORE

TIP DEPTH B.G.S GROUND ELEVATION CURRENT STATUS PRESSURE

MEASURED PORE (m) (m)

(kPa) PRESSURE

(kPa)

16.80 827.29 Frozen 233.7 on May 23, NOT READ

2013

22.90 831.43 Frozen 266.0 on June 5, NOT READ 2012

INCREMENTAL CURRENT CHANGE IN RATE OF MOVEMENT SINCE RATE OF MOVEMENT SINCE

PREVIOUS READING MOVEMENT PREVIOUS READING (mm) (mm/yr) (mm/yr)

NOT READ NOT READ N/A

No discernible movement N/A -4.7

No discernible movement N/A -7.0

0.4 4.9 4.6

NOT READ NOT READ N/A

CHANGE IN WATER LATEST WATER PREVIOUS WATER LEVEL SINCE

LEVEL B.G.S LEVEL B.G.S PREVIOUS (m) (m) READING

(m)

NOT READ 1.84 mAGS N/A

NOT READ 3.00 mBGS N/A

-• THURBER

D t M "t d J ae om ore anuary 19 2015 '

INSTRUMENT DATE TIP DEPTH GROUND

B.G.S ELEVATION # INITIALIZED (m) Cml

SP13-3 May 23, 2013 3.94 832.72

Dt M. dJ ae omtore : anuarv 19, 2 0 15

INSTRUMENT DATE TIP GROUND

# INITIALIZED ELEVATION ELEVATION

(m) (m)

VW13-1A April25, 2013 821 .23 831 .93 (25254)

VW13-1 (25253) April25, 2013 813.63 831 .93

VW13-2 (25256) April 25, 2013 816.40 828.60

VW13-3 (25255) April 25, 2013 814.42 832.72

\\H\ 15\16-282


STANDPIPE PIEZOMETER INSTRUMENTATION READING SUMMARY

CURRENT MAXIMUM WATER LATEST MEASURED WATER

LEVEL B.G.S LEVEL B.G.S STATUS (m) (m)

Operational 0.77 June 18, 2013 2.26 mBGS

CURRENT STATUS

Operational

Operational

Operational

Operational


VIBRATING WIRE PIEZOMETER INSTRUMENTATION READING SUMMARY

MAXIMUM GROUNDWATER LA TEST GROUNDWATER ELEVATION ELEVEVATION

(m) (m)

830.44 on June 18, 2013 828.19

(3.74 mBGS)

833.59 on May 8, 2013 828.05

(3 .. 88 mBGS)

828.29 on May 8, 2013 No reading output on readout

832.48 on May 8, 2013 828.78

(3.94 mBGS)

PREVIOUS READING CHANGE IN WATER LEVEL SINCE B.G.S PREVIOUS READING

(m) (mj

2.11 mBGS -0.15

PREVIOUS GROUNDWATER CHANGE IN WATER LEVEL SINCE ELEVATION PREVIOUS READING

(m) (m)

828.30 -0.11

(3.63 mBGS) 828.13

-0.08 (3.80 mBGS)

827.58 N/A

(1 .02 mBGS) 828.86 -0.08

(3 .86 mBGS)

~-----------.---------------------------------------------------------------------------~---------------. ;; N

..; 0

s

LEGEND

+ 2013 I 20141NSTRUMENTATION

-$- PREVIOUS INSTRUMENTATION

• TILT METER

X SURVEY MONITORING POINTS

--OP-- OVERHEAD POWER LINE

- POWER POLE AND GUY WIRE

-----lB- BURIED TELUS LINE

[fJ TELUS PEDESTAL

B B B GUARD RAIL

---- CRACKS

~TREELINE

- OT -- OVERHEAD TELEPHONE LINE

SP STANDPIPE PIEZOMETER

Sl SLOPE INCLINOMETER

VW VIBRATING WIRE PIEZOMETER

PZ PNEUMATIC PIEZOMETER

T TILTMETER

SG STRAIN GAUGE

0 10 20 30 40

SCALE 1:750

BASE PLAN PROVIDED BY GENIVAR

Transportation

SLOPE STABILITY ASSESSMENT BF7 4969 HWY 621 :02

SITE PLAN

50m

DWG No. 15-16-282-1

ML -AJG

1111 PPROVEDBY

RVC

1:750

FEBRUARY 201 5 THURBER ENGINEERING LTD. 15-16-282

Sl#

Sl13-1 Sl13-3 Sl14-1

Sll

SP#

ALBERT A TRANSPORTATION INSTRUMENT MONITORING FIELD SUMMARY

Location: HWY 621 :02 Pembina River Bridge (BF74969) File Number: 15-16-282

Readout: RST 9 Casing Diameter 3.34 " 0

Temp: -4 °C Read by: JAG

Probe: RST 9 Cable: RST 9

SLOPE INCLINOMETER (SI) READINGS

GPS Location Date Stickup Depth from top Azimuth of (3TM 114) (m) of casing (ft) A+ Groove

Northing Easting A+ 5916327.63 321698.96 19-Jan-15 0.76 100 to 2 270 36 5916337.37 32 1741 .66 19-Jan-15 0.76 98 to 2 260 -37 5916337.37 32174 1.66 19-Jan- 15 1.24 52 to 2 265 N53° 16' 49" W115° 10' 27" 19-Jan-15 0.89 68 to4 340

STANDPIPE PIEZOMETER (SP) READINGS

GPS Location (3TM 114) Date Stick-up Reading below

Current Bottom Remarks Depth Readings

A- B+ B--31 89 -91 40 230 -237 FROZEN FROZEN

Bottom Pipe Depth

Northing J Easting (m) top of casing (m) (below top of casing (m) SPI3-3 59 16337.37 I 321741 .66 19-Jan-15 0.90 3.13 3.94

PNEUMATIC PIEZOMETER (PN) READINGS

PN# GPS Location (3TM 114) Date Reading Identification Northing Easting (psi) Number

PZI 5916366.43 321597.77 19-Jan-15 FROZEN

PZ2 5916330.38 321684.01 19-Jan-15 FROZEN 30579

VIBRATING WIRE PIEZOMETER (VW) READINGS

VW# GPS Location (3TM 114) Date Reading (Bideg C) Identification Northing Easting Number

VWI3-1A 5916327.63 321698.96 19-Jan-15 8363.0 I 5.2 25254

VWI3-I 5916327.63 321698.96 19-Jan-15 8121.2 I 4.6 25253

VWI3-2 5916352.36 321685.55 19-Jan-15 NO READING ON

25256 READOUT

VWI3-3 5916337.37 32 1741.66 19-Jan-15 8011.3 I 4.5 25255

INSPECTOR REPORT

Water Flow: E (tall) MH measured at approximately 38Limin W (shof!)_ MH measured at approximately 6 Lim in.

Downloaded data from: SGI3-2, TWI, TEl , and TE2 VW 13-2 did not have any output when read.

Thurber Engineering Ltd.

-150 0

2

4

6

8

10

12

14

Depth

(m) 16

Deflection (mm)

-75 0

Clay (Fill)

Clay

Clay(Till)

150 0 LEGEND

Initial 23 May 2013

2 [9-------£1 17Nov2013

19 Nov 2013 4

21 Nov 2013

6 ~ 22 Nov 2013

10

24 Nov 2013

~ 26Nov2013

lt------') 29 Nov 2013

&----€) 30 Nov 2013

12 ~ 1 Dec 2013

~ 3Dec2013

14 [9-------£1 5Dec2013

8 Dec 2013

16 ~~ 13 Dec 2013

18 Dec 2013

Clay ~ 15Jan 2014

20c-------..--- ------:::1 2o ~ 20Feb2014 Clay(Till)

&----€) 7 Mar 2014

22 r---___,.G,_,_,ra...,v"'e,_l - -------- - - -----l 22 ~ 18 Apr 2014

~ 12Jun2014

24 24 Sand [9-------£1 31 Jul2014

26 1=-- -----__.'-----------=1 26 w----w 14 Oct 2014

28

30

-150

Bedrock

-75 0 75

Cumulative Deflection

Direction A

17 Dec 2014

28 ~ 19 Jan 2015

Ref. Elevation 831 .93 m

30

150

Deflection (mm)

-50 so 0 .----.-----~--.----. 0

2

4

6

8

10

12

14

Depth

(m) 16

Clay

2

4

6

8

10

12

14

16

22 r---___,.G,_,_,rn.,_,v"'e,_l ___ _. _____ _ ~22

24 Sand 24

261=-------~------~26

28

30

-50 -25 0 25

Incremental Deflection

Direction A

28

30

so

HWY 621:02 PEMBINA RIVER BF74969, Inclinometer 5113-1

ALBERTA TRANSPORTATION

H:\ 15\16-282 Slope Stability Assessment- BF7 4969 Hwy 621 02 Bridge\lnstrumentation\SI Readings\SI13-1 .gtl


Deflection (mm)

-25 -50 0,------,------,

2

4

6

8

10

12

14

Depth

(m) 16

Clay (Fill)

Clay

Clay (Till)

Clay

2

4

6

8

10

Initial 23 May 2013

ll----1!] 17 Nov 2013

19 Nov 2013

21 Nov 2013

22 Nov 2013

24 Nov 2013

26 Nov 2013

iT- v 29 Nov 2013

~ 30Nov2013

12 ~ 1 Dec 2013

~ 3Dec2013

14 G---£J 5 Dec 2013

8 Dec2013

16 ~ 13 Dec 2013

18 Dec 2013

)(----l( 15 Jan 2014

20 ~------------•-------------1 20 ~ 20 Feb 2014

~ 7Mar2014

22 1-----"""-"'-"-"'--------6--------------1 22 ~ 18 Apr 2014

~ 12Jun 2014

24 Sand 24 G---£J 31 Jul2014

26 ~------------~------------~ 26 ~ 14 Oct 2014

28

30

-50

Bedrock

-25 0 25


Direction B

17 Dec 2014

28 ~ 19 Jan 2015

Ref. Elevation 831.93 m

30

50

Deflection (mm)

-50 -25 25 0 .-------.-----......

50 =------,--------, 0

2

4

6

8

10

12

14

Depth

(m) 16

Clay(Fill)

Clay

Clay(Till)

Clay

2

4

6

8

10

12

14

16

20 ~------------~------------~ 20

Clay(Till)

24 Sand 24

26 ~------------.-------------~ 26

28

30

-50

Bedrock

-25 0 25


Direction B

28

30

50

HWY 621 :02 PEMBINA RIVER BF74969, Inclinometer Sl13-1


H:\15\16-282 Slope Stability Assessment- BF7 4969 Hwy 621 02 Bridge\lnstrumentation\SI Readings\SI13-1 .gtl

-120 0

2

4

6

8

10

12

14

Depth

(m) 16

24

28

30

-120


Deflection (mm)

-60 0 120 0 LEGEND

Deflection (mm)

-25 -50 0 ,------,----_,~----,------,

Clay (Fill) Initial 23 May 2013

Clay

2 ['}---£} 17 Nov 2013

19 Nov 2013 4

21 Nov 2013

6 ~ 22 Nov 2013

24 Nov 2013

r.--x 26 Nov 2013

r--+> 29 Nov 2013

C1--e) 30 Nov 2013

~ 1 Dec2013

~ 3Dec2013

!'l---fJ 5 Dec 2013

8 Dec2013

~ 13Dec2013

18 Dec 2013

r.--x 15 Jan 2014

~ 20Feb2014

C1--e) 7 Mar 2014

~ 18Apr2014

~ 12Jun2014

['}---£} 31 Jul2014

14 Oct 2014

2

4

6

8

10

12

14

Depth

(m) 16

24

Clay

10

12

14

16

Sand 24

26 ~------------~------------~ 26

-60 0 60


Direction X

17 Dec 2014

~ 19Jan2015

Ref. Elevation 831 .93 m

30 skew = 20deg

120

28

30

-50

Bedrock

-25 0 25


Direction X


ALBERT A TRANSPORTATION

28

30

50

H:\15116-282 Slope Stability Assessment- BF74969 Hwy 621 02 Bridge\lnstrumentation\SI Readings\SI13-1.gtl

Displ.

(mm)


1 Jul 2013 1 Oct 2013 1 Apr 201 4 1 Jul2014 80 ,---,----------.----------,----------.----------.----------,----------.--------, 80

1 Jan 2014 1 Oct 201 4 1 Jan 2015

Displacements shown are in the X Direction

70 (skew= 20 degrees)

70

60 10.5/14.2 m 60

+--+ 17.2/19.1 m

50 50

40

30

20

10

0

1 Jul2013 1 Oct 2013 1 Jan 2014 1 Apr2014 1 Jul 2014 1 Oct 2014 1 Jan 2015




Deflection (mm) Deflection (mm)

-25 2.5 25 -10 -5 5 10 0 0 LEGEND 0 0

Initial 23 May 2013

2 2 17 Nov 2013 2 2 (1j----£J

'l'-"17 19 Nov 2013 4 4 4 4

21 Nov2013

6 6 ~ 22 Nov 2013

6 Clay(Till) 6

a.-----£ 24 Nov 2013

8 8 'lc---f.. 26 Nov 2013 8 8

~) 29 Nov 2013

10 10 &--e) 30 Nov 2013 10 10

~ 1 Dec2013

12 12 12 12 1!---JJ 3 Dec 2013

&--S 5 Dec 2013 14 14 14 14

Depth '1'--'!7 8 Dec2013 Depth

(m) 16 16 ~ 13 Dec 2013 (m) 16 16

a.-----£ 18 Dec 2013

La 18 18 >E-----1< 15 Jan 2014 18

~ 21 Feb 2014 I 20

Clay 20 20

Clay 20

&--e) 7 Mar 2014

~ 18 Apr 2014 22 22 22 22

1!---JJ 12 Jun 2014

24 24 (1j----£J 31 Jul2014

24 24 Sand 14 Oct 2014 Sand

'<!'----W

26 26 17 Dec 2014 26 26

~) 19Jan2015

28 28 Ref. Elevation 832.72 m 28 28

Bedrock

30 30 30 30

-25 -12.5 0 12.5 25 -10 -5 0 5 10

Cumulative Deflection Incremental Deflection

Direction A Direction A



H:\15\16-282 Slope Stability Assessment- BF74969 Hwy 621 02 Bridge\lnstrumentation\SI Readings\SI13-3.gtl

-25 0

2

4

6

8

10

12

14

Depth

(m) 16

18

20

22

24

26

28

30

-25

Deflection (mm)

-12.5 ~lmil ~ IV7/

I

If

Clay(Till)

I

~ ~

•

Clay

I

Sand

Bedrock

-12.5 0

12.5

12.5

25 0

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

25


Deflection (mm)

-10 LEGEND 0

Initial 23 May 2013

17 Nov 2013 2 I9---I!J

'>'---W 19 Nov 2013 4

21 Nov 2013

~ 22 Nov 2013 6

&----tl:l. 24 Nov 2013

26 Nov 2013 8

[)----V 29 Nov 2013

C1J---e.) 30 Nov 2013 10

~ 1 Dec 2013

~ 3 Dec 2013 12

'5---€ 5 Dec 2013 14

W....-o/ 8 Dec 2013 Depth

~ 13 Dec 2013 (m) 16

&----tl:l. 18 Dec 2013

~ 15 Jan 2014 18

~ 21 Feb 2014

20 Clay

C1J---e.) 7 Mar 2014

~ 18 Apr 2014 22

~ 12 Jun 2014

I9---I!J 31 Jul 2014 24

14 Oct 2014 Sand '>'---W

17 Dec 2014 26

~ 19 Jan 2015

Ref. Elevation 832.72 m 28

30 -10 -5 0 5


Direction B


Direction B

HWY 621:02 PEMBINA RIVER BF74969, Inclinometer Sl13-3


H:\15\16-282 Slope Stability Assessment- BF74969 Hwy 621 02 Bridge\lnstrumentation\SI Readings\S113-3.gtl

10 0

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

10


Deflection (mm)

-25 -12.5 25 0~----~----~~~~~r-----~ 0 LEGEND

2

4

6

8

10

12

14

Depth

(m) 16

Clay(Till)

Initial 23 May 2013

2 &--i'.J 17 Nov 2013

19 Nov 2013 4

21 Nov 2013

6 ~ 22Nov2013

24 Nov 2013

8 r.-----Y- 26 Nov 2013

~ 29Nov2013

10 8----€) 30 Nov 2013

~ 1 Dec2013

12

G tJ 14

3 Dec 2013

5 Dec 2013

8 Dec 2013

16 ~ 13 Dec 2013

18 Dec 2013

18 18 ~ 15 Jan 2014 ~------------~~--------~

~ 21 Feb2014 Clay

20 f--------"~---------=- 20 8----€) 7 Mar 2014

22

24 Sand

26

28 Bedrock

~ 18Apr2014 22 ~ 12Jun2014

IS---fl 31 Jul 2014 24

14 Oct 2014

26 17 Dec 2014

~ 19Jan2015

28 Ref. Elevation 832.72 m

skew= 20deg

2

4

6

8

10

12

14

Depth

(m) 16

18

20

22

24

26

28

Deflection (mm)

-5

Clay(Till)

8

10

12

14

16

18

Clay

22

24 Sand

26

28 Bedrock

30L---~---~----L--~ 3o 30 L------L------~----~------~3o -25 -12.5 0 12.5 25


Direction X

-10 -5 0 5 10


Direction X

HWY 621:02 PEMBINA RIVER BF74969, Inclinometer 8113-3


H:\15\16-282 Slope Stability Assessment- BF74969 Hwy 621 02 Bridge\lnstrumentation\SI Readings\SI13-3.gtl


1 Jul2013 1 Oct 2013 1 Jan 2014 1 Apr 2014 1 Jul2014 1 Oct 2014 1 Jan 2015

24 24 Displacements shown are in the X Direction

22 (skew= 20 degrees) 22

20 ~ 16.6/20.3 m 20

18 18

16 16

14 14

12 12

Displ.

(mm) 10 10

8 8

6 6

4 4

2 2

0 0

1 Jul2013 1 Oct 2013 1 Jan 2014 1 Apr 2014 1 Jul2014 1 Oct 2014 1 Jan 2015

HWY 621:02 PEMBINA RIVER BF74969, Inclinometer Sl13-3


Piezometric Elevation at Standpipe SP13-3

844

842

840

838

836

-834 .§. c 0

i 832 II"'" Gl

- SPl3-3 (Ground)

- SPl3·3 (Water Level) w

---- SPl3·3 (Tip)

830

--------------------------------------------------------------828

826

824

822

820 +----------r--------~----------r---------~---------.----------r---------. 21-May-13 29-Aug-13 07-Dec-13 17-Mar-14 25-Jun-14 03-0ct-14 11-Jan-15 21-Apr-15

Date (dd-mmm-yy)

Piezometric Elevation at Pneumatic Piezometer PZ-1

836

834

832 '-830 r-,.._ 828

I

826

PZ-1 frozen during December 17, 2014 and January 19, 2015 readings .

.-. 824

.§. c .g 822 !: Ql

- PZ-1 (Ground)

- PZ-1 (Water Level)

w 820 ---- PZ-1 (Tip)

818

816

814

812

~-----------------------------------------------------------------810 +---------------------------------------------------------------------------

808 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

06-Sep-06 01-Sep-07 26-Aug-08 21-Aug-09 16-Aug-10 11-Aug-11 05-Aug-12 31-Jul-13 26-Jul-14 21-Jul-15

Date (dd-mmm-yy)

838

836

834

832

830

828

826

-824 .5. c .g 822 ~ Cll iii 820

818

816

814

812

810

808

806

Piezometric Elevation at Pneumatic Piezometer PZ-2

....... ........ .,._.._ ... ~ .__...

____./' ' ;----" ' ""' -- I -/ ..

• I _. I •

PZ-2 frozen during December 17, 2014 and January 19, 2015 readings.

----------------------------------------------------------- ---

06-Sep-06 01-Sep-07 26-Aug-08 21-Aug-09 16-Aug-10 11-Aug-11 05-Aug-12 31-Jul-13 26-Jul -14

Date {dd-mmm-yy)

- PZ·2 (Ground)

- PZ·2 (Water Level)

---- PZ·2 (Tip)

21-Jul-15

Piezometric Elevation at VW Piezometers VW13-1A and VW13-1

835 .---------------------------------------------------------------------------

834 +---------------------------------------------------------------------------833

832

831

830

829

828

827

826

825

-............. ~-"" \

\ \

-824 .§. c 823 0

~ 822 ~ iii 821 ~ -------------------------------------------------------------

820 +---------------------------------------------------------------------------819 +-------------------------------------------------------------------------------818 +---------------------------------------------------------------------------817 +---------------------------------------------------------------------------816 +---------------------------------------------------------------------------815 +-------------------------------------------------------------------------------814 +---------------------------------------------------------------------------

~ ----------------------------------------------------------------------813 +---------------------------------------------------------------------------812 +---------------------------------------------------------------------------811 +---------------------------------------------------------------------------810 +-~~~~~~~~1-~~~~~~~~-r~~~~~~~~-+~~~~~~~~~

8-May-13 6-Aug-13 4-Nov-13 2-Feb-14 3-May-14 1-Aug-14 30-0ct-14 28-Jan-15 28-Apr-15

Date {dd-mmm-yy)

- Ground Surface

- VW13·1A (Water Level)

---- VW13·1A (Tip)

- VW13· 1 (Water Level)

----· VW13·1 (Tip)

835

834

833

832

831

830

829

828

827

826

825

-824 .5. c 823 .2 1W 822 ~

ii:i 821

Piezometric Elevation at VW Piezometer VW13-2

"""'- - .....

VW13-2 showed no output on readout during the January 19, 2015 reading.

820

819

818

817

816

815

~ ------------------------------------------------------------

814

813

812

811

810 8-May-13 16-Aug-13 24-Nov-13 4-Mar-14 12-Jun-14 20-Sep-14 29-Dec-14

Date (dd-mmm-yy)

- Ground Surface

- VW13·2 (Water Level)

---- VW13·2(Tip)

8-Apr-15

Piezometric Elevation at VW Piezometer VW13-03

835

834

833 ~ ....

832 ~

831

830

829 --828

827

826

825

.... 824 .§. c 823 0

~ 822 > Gl iii 821

820

819

818

817

816 +-----------------------------------------------------------------------------815 +-----------------------------------------------------------------------------

~---------------------------------------------------------------814 +-----------------------------------------------------------------------------813 +--------------------------------------------------------------------------812 +-----------------------------------------------------------------------------811 +-----------------------------------------------------------------------------810 ~~~~~ur~~~~~~~~~~ru~~~~~~~~~~~~~~~~~~~~

8-May-13 16-Aug-13 24-Nov-13 4-Mar-14 12-Jun-14 20-Sep-14 29-Dec-14 8-Apr-15

Date {dd-mmm-yy)

- Ground Surface

- VW13·3 (Water Level)

---- VW13·3 (Tip)

200

150

-200 29-0ct-13 28-Dec-13 26-Feb-14

BF74969 (Hwy 621:02) Strain Data- SG13-2

27-Apr-14 26-Jun-14

Date

25-Aug-14 24-0ct-14

30

20

-40

23-Dec-14 21-Feb-15

Tiltmeter Change in Rotation from Installation Date (March 7, 2014) 0.15

0.14

0.13

0.12

0.11

0.1

0.09

0.08 Vi' Ill 0.07 Ill ... 1011 Ill 0.06 ~ --+- TEl - 05038- A Axis c 0 0.05 ... - lit - TEl - 05038 - B Axis

"' .. 0.04 0

Ill: --+- TE2 - 05041 - A Axis

.5 0.03 Ill - lit - TE2 - 05041 - B Axis

110 c

"' 0.02 &. ---TWl - 05042 - A Axis

u 0.01

- lit - TWl - 05042 - B Axis

0

-0.01

-0.02

-0.03

-0.04

-0.05

-0.06 7-Mar-14 16-Apr-14 26-May-14 5-Jul-14 14-Aug-14 23-Sep-14 2-Nov-14 12-Dec-14 21-Jan-15 2-Mar-15

Date

Documents

The ground water level recorded in standpipe piezometer SP13-3 decreased by 0.15 m, since the December 17, 2014 reading, to 2.26 m below ground surface. The standpipe piezometer