00_31_32-1_3_A_1_a_20160829 Inclinometer Readings.pdf

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Upper Brownsville Levee
Solicitation number
191BWC25R0010
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This document is a technical memorandum from Arcadis U.S., Inc. detailing August 2016 slope inclinometer readings for the Upper Brownsville Levee Reach Lower Rio Grande Flood Control Project. The report presents baseline and subsequent measurements for four new inclinometers (Arc-1 through Arc-4) and three existing inclinometers (I-32, I-33, I-34), using a Digitilt AT system with an inclinometer probe, control cable, Bluetooth reel, and Android tablet.

The readings were taken on June 22 and August 25, 2016, with plans to continue monthly measurements until June 2017. For the existing inclinometers, technical challenges prevented complete readings, with probe movement restricted at specific depth ranges: I-32 at 32-33 feet, I-33 at 38-39 feet, and I-34 at 30-31 feet. The incremental and cumulative displacement plots for all inclinometers showed no significant movement on either the A-axis (perpendicular to the levee) or B-axis (parallel to the levee) during the measurement periods.

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Text version

Arcadis U.S., Inc.

10352 Plaza Americana Drive

Baton Rouge

Louisiana 70816

Tel 225 292 1004

Fax 225 218 9677

Page:

1/3

MEMO

To:

Jose Sierra Contracting Officer Representative

IBWC

Copies:

Padinare Unnikrishna (IBWC) Armando Flores (Arcadis)

From:

Kirk Lowery, P.E.

Date: Arcadis Project No.:

August 29, 2016 LA003315.0000

Subject:

August 2016 Summary Report of Inclinometer Readings Remediation Design of Levee Floodplain Failure within the Upper Brownsville Levee Reach Lower Rio Grande Flood Control Project – IBM15D0001 – IBM15T0015

1. Introduction

Arcadis U.S., Inc. (Arcadis), is pleased to submit this summary technical memorandum including data charts of the slope inclinometer readings at the IBWC site. The baseline readings for the new inclinometers, Arc- 1, Arc-2, Arc-3 and Arc-4, were taken in June 2016 and the second set of readings were measured on August 25, 2016. These inclinometers will be measured every month until June of 2017.

Readings for the existing inclinometers, I-32, I-33 and I-34, were not made when Arcadis visited the site July 25, 2016. During the June readings, the inclinometer probe had difficulty passing certain depths and when Arcadis passed those depths retrieving the inclinometer probe was problematic. Arcadis plans to periodically read these inclinometers, but not to attempt to pass the probe through the constricted area of the pipe and possibly lose/abandon the probe. Since the readings could not be measured for the existing inclinometers, on August 2016, Arcadis measured the depth range in which the inclinometer probe could not pass through the constricted area of the pipe and are as follows:

I-32 (Top of the Levee): Depth Range: 32 feet to 33 feet

I-33 (Toe of the Levee): Depth Range: 38 feet to 39 feet

I-34 (Below Toe of Levee): Depth Range: 30 feet to 31 feet

2/3

MEMO

The readings for ARC-1 through ARC-4 are reflected in the graphical displays provided in Attachment A.

Attachment A includes both incremental and cumulative displacement plots. Attachment B shows the inclinometer locations on a Google Map.

The incremental displacement plot compares the mean deviation data to the baseline survey file. This plot reveals the exact depth where displacements are actually occurring. The cumulative displacement is the sum of the displacements from the base of the borehole. This plot shows the change in the position of the casing from the first set of readings.

The A-axis charts in the displacement plots show displacements in the plane perpendicular to the levee while the B-axis charts show displacements in the plane parallel with the levee. A positive reading in the A-axis chart indicates displacement to the west heading toward the Rio Grande River, and a positive reading in the B-axis chart indicates displacement to the north heading toward the Gateway Bridge.

2. Digitilt AT Inclinometer Digitilt AT system was used to survey the inclinometers. The system components include an inclinometer probe, control cable, a Bluetooth reel and the Digitilt Reader app for certified Android-based tablet computer.

The equipment is shown in Figure 1.

Figure 1: Digitilt AT System Components.

3. August 2016 Inclinometers Assessment

The depth of the casing restriction for the USACE installed inclinometers, I-32, I-33 and I-34 appears at about the same depth as the previous readings.

Data collected on August 25, 2016 followed the same trend as the baseline reading measured in June 2016.

The displacement plots recorded on July 25, 2016 are presented in Attachment A. Data comparisons for each inclinometer are described below:

3/3

MEMO

Inclinometer Arc-1: The base readings for inclinometer Arc-1 were collected on June 22, 2016. The Arc-1 cumulative and incremental displacement does not show any sign of movement on the plane perpendicular to the levee nor on the plane parallel to the levee.

Inclinometer Arc-2: The base readings for inclinometer Arc-2 were collected on June 17, 2016. The Arc-2 cumulative and incremental displacement does not show any sign of movement on the plane perpendicular to the levee nor on the plane parallel to the levee.

Inclinometer Arc-3: The base readings for inclinometer Arc-3 were collected on June 17, 2016. The Arc-3 cumulative and incremental displacement does not show any sign of movement on the plane perpendicular to the levee nor on the plane parallel to the levee.

Inclinometer Arc-4: The base readings for inclinometer Arc-4 were collected on June 22, 2016. The Arc-4 cumulative and incremental displacement does not show any sign of movement on the plane perpendicular to the levee nor on the plane parallel to the levee.

ATTACHMENTS:

A – Inclinometer Plots B – Inclinometer Location Map

ATTACHMENT A

INCLINOMETER PLOTS

IBWC Arc-1 A - Axis

6/22/2016 11:22:30 AM 7/25/2016 3:17:20 PM

8/25/2016 1:34:40 PM

D ep th in

F ee t

Incremental Displacement (in) -3 -1.5 0 1.5 3

IBWC Arc-1 B - Axis

6/22/2016 11:22:30 AM 7/25/2016 3:17:20 PM

8/25/2016 1:34:40 PM

D ep th in

F ee t

Incremental Displacement (in) -3 -1.5 0 1.5 3

IBWC Arc-1 A - Axis

6/22/2016 11:22:30 AM 7/25/2016 3:17:20 PM

8/25/2016 1:34:40 PM

D ep th in

F ee t

Cumulative Displacement (in) -4 -3 -2 -1 0 1 2 3 4

IBWC Arc-1 B - Axis

6/22/2016 11:22:30 AM 7/25/2016 3:17:20 PM

8/25/2016 1:34:40 PM

D ep th in

F ee t

Profile Change in Inches -4 -3 -2 -1 0 1 2 3 4

IBWC Arc-2 A - Axis

6/17/2016 6:27:13 PM 7/25/2016 3:57:11 PM

8/25/2016 2:02:22 PM

D ep th in

F ee t

Incremental Displacement (in) -3 -1.5 0 1.5 3

IBWC Arc-2 B - Axis

6/17/2016 6:27:13 PM 7/25/2016 3:57:11 PM

8/25/2016 2:02:22 PM

D ep th in

F ee t

IBWC Arc-2 A - Axis

6/17/2016 6:27:13 PM 7/25/2016 3:57:11 PM

8/25/2016 2:02:22 PM

D ep th in

F ee t

Cumulative Displacement (in) -4 -3 -2 -1 0 1 2 3 4

IBWC Arc-2 B - Axis

6/17/2016 6:27:13 PM 7/25/2016 3:57:11 PM

8/25/2016 2:02:22 PM

D ep th in

F ee t

Cumulative Displacement (in)

IBWC Arc-3 A - Axis

6/17/2016 7:05:22 PM 7/25/2016 4:28:56 PM

8/25/2016 2:41:46 PM

D ep th in

F ee t

Incremental Displacement (in) -3 -1.5 0 1.5 3

IBWC Arc-3 B - Axis

6/17/2016 7:05:22 PM 7/25/2016 4:28:56 PM

8/25/2016 2:41:46 PM

D ep th in

F ee t

IBWC Arc-3 A - Axis

6/17/2016 7:05:22 PM 7/25/2016 4:28:56 PM

8/25/2016 2:41:46 PM

D ep th in

F ee t

Cumulative Displacement (in) -4 -3 -2 -1 0 1 2 3 4

IBWC Arc-3 B - Axis

6/17/2016 7:05:22 PM 7/25/2016 4:28:56 PM

8/25/2016 2:41:46 PM

D ep th in

F ee t

IBWC Arc-4 A - Axis

6/22/2016 10:48:04 AM 7/25/2016 5:08:42 PM

8/25/2016 3:15:23 PM

D ep th in

F ee t

Incremental Displacement (in) -3 -1.5 0 1.5 3

IBWC Arc-4 B - Axis

6/22/2016 10:48:04 AM 7/25/2016 5:08:42 PM

8/25/2016 3:15:23 PM

D ep th in

F ee t

IBWC Arc-4 A - Axis

6/22/2016 10:48:04 AM 7/25/2016 5:08:42 PM

8/25/2016 3:15:23 PM

D ep th in

F ee t

Cumulative Displacement (in) -4 -3 -2 -1 0 1 2 3 4

IBWC Arc-4 B - Axis

6/22/2016 10:48:04 AM 7/25/2016 5:08:42 PM

8/25/2016 3:15:23 PM

D ep th in

F ee t

ATTACHMENT B

INCLINOMETER LOCATION MAP

TM_Inclinometer Readings_IBWC Project_August 2016.pdf
Attachment A_8-28-16.pdf
IBWC-Arc-1_Inc
IBWC-Arc-1_Cum
IBWC-Arc-2_Inc
IBWC-Arc-2_Cum
IBWC-Arc-3_Inc
IBWC-Arc-3_Cum
IBWC-Arc-4_Inc
IBWC-Arc-4_Cum

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