River Bridge - Test Shaft-1 Clarke County, MS, 4/2/2012

Similar documents
Stadium Project - DP-70 Atlanta, GA, 9/30/2014

Homework 2 PROBLEM No. 1

PART 3 MODULE 6 GEOMETRY: UNITS OF GEOMETRIC MEASURE

2 Available: 1390/08/02 Date of returning: 1390/08/17 1. A suction cup is used to support a plate of weight as shown in below Figure. For the conditio

Method of Test for Flat & Elongated Particles

This document will provide detailed specifications, a bill of materials (BOM), and assembly instructions for the Official Competition Field.

Specifications for Synchronized Sensor Pipe Condition Assessment (AS PROVIDED BY REDZONE ROBOTICS)

How to Measure R7.1. Reference. I. Linear dimensions

Analysis of 24-Hour Pump Test in Well NC-EWDP-3S, Near Yucca Mountain, Nevada

Rig Math. Page 1.

Kennedy Bridge - Summary of Pier 6 Movement Records

DQM Annual Hopper QA Checks

HTHP Viscometer. Features DRILLING FLUIDS EQUIPMENT

Permeability. Darcy's Law

Wind Flow Validation Summary

CONE PENETRATION TESTS

Single slide rail system Linear shoring

Calibration of wind direction sensors at Deutsche WindGuard Wind Tunnel Services GmbH

SERIES E30 RAISED RIB

SERIES A24 RAISED RIB

A Low Cost Digital Angle Gage, version 3

Practice Test. 2 What is the area of this figure?

Outlet Structures T-12

OUTER RACE SHIM SPACERS METRIC OUTER RACE SHIM SPACERS. All Dimensions in Millimeters. Material:300 Series Stainless Steel

Belt strength. Available the belt. (kg/m)

NAME DATE PERIOD. Areas of Parallelograms and Triangles

Name: Class: Date: 2. This quarter is approximately 2.5 cm wide. Estimate how long the line is using the quarter as a referent.

1. In most economical rectangular section of a channel, depth is kept equal to

Pole Foundation Design with Spreadsheet

Universal DKU piling frame element

FABRICATION OF VERTICAL AXIS WIND TURBINE WITH WIND REDUCER AND EXPERIMENTAL INVESTIGATIONS

LONG TERM SITE WIND DATA QUARTERLY REPORT. Bishop and Clerks

Anchorages. Beam Anchors 136 Horizontal Safety Lines 137 Anchorage Lines 138 Rope Grabs 139 Hard Point Anchors 140 Attachment Slings 141

TRIAXYS Acoustic Doppler Current Profiler Comparison Study

where ρ f is the density of the fluid, V is the submerged volume of the object, and g is the acceleration due to gravity.

Physics 1021 Experiment 4. Buoyancy

Firestop Products and Systems Estimating Guide

DEVELOPMENT OF A ROBUST PUSH-IN PRESSUREMETER

σ = force / surface area force act upon In the image above, the surface area would be (Face height) * (Face width).

BUCKET WHEEL RECLAIMERS. AUTHOR: MR. W KNAPPE MAN TAKRAF Fördertechnik GmbH

and its weight (in newtons) when located on a planet with an acceleration of gravity equal to 4.0 ft/s 2.

Item 404 Driving Piling

Revision 7/2/02 MEASURING WRAVMA DRAWING DESIGNS WITH SCORING TEMPLATES

Module 8 Coils and Threads

LONG TERM SITE WIND DATA QUARTERLY REPORT. Bishop and Clerks

Squirt Part VII: cue test machine results

Belt strength. Available the belt. (kg/m) PP - Polypropylene 2, to [B] PE - Polyethylene 1, to [B]

An Assessment of Quality in Underwater Archaeological Surveys Using Tape Measurements

EVALUATING AND INTERPRETING APPLICATION UNIFORMITY OF CENTER PIVOT IRRIGATION SYSTEMS

Name Date Period. (D) 4 π. 3. One revolution per minute is about: (A) rad/s (B) rad/s (C) 0.95 rad/s (D) 1.57 rad/s (E) 6.

TESTING APPLICATION STANDARD (TAS)

SECTION BUTTERFLY VALVES

STATIONARY SPRINKLER IRRIGATION SYSTEM

PHYS 101 Previous Exam Problems

Dazzling Dragons Play Magical Mini Golf

Cumulative Test. Name. Score. Show all work on this paper. Please use the Student Reference Guide.

A 28-inch ribbon was cut into four equal lengths. How long was each piece of ribbon?

OP CHECKLIST FOR 1D CONSOLIDATION LABORATORY TEST

METROLOGY LAB. I DEVICES BASED ON VERNIER SCALE

SOIL ANCHORS ETSAB/UPC J.Llorens - ETSAB/UPC PASSIVE ANCHORS - ANTECEDENTS

BIT User Manual. 1. About this manual. 2. Know your BIT 1.1. WARNING System Components

Common Field Markings for Men s and Women s Lacrosse. Implementation Plan

Deep Linear shoring. E+S Trench shoring systems / Sliding rail systems. Deep Linear shoring

Experiment P18: Buoyant Force (Force Sensor)

Total 70

Control the air. Control your business.

Cumulative Test. Name. Score. Show all work on this paper. Please use the Student Reference Guide.

Bridge Plugs, Ball Drop & Caged Ball Plugs For Zone Isolation

Well Integrity Log Interpretation (Magnetic Thickness Detector and 56-Arm Multi-Finger Caliper)

Old-Exam.Questions-Ch-14 T072 T071

MOTUS Wave Buoys. Powered By the Aanderaa MOTUS Directional Wave Sensor

6.0 ENGINEERING. Build Anything Better. REPRINTED 2017

Mott Manufacturing Limited

threaded rod Keystock Diamond Case Linear Shafting strapping seals tools

COPYRIGHT. Production Logging Flowmeter Survey Solution Guide

Description of Underwater Noise Attenuation System Design Unit 2. New NY Bridge Project

STIPumpCard. User Manual

ITEM 400 STRUCTURAL EXCAVATION AND BACKFILL

Full scale VIV response measurements of a drill pipe in Gulf of Mexico loop currents (OMAE )

Lab #1 Pressure: Bubblers and Water Balloons CEE 331 Fall 2003

GEOL 106: Earthquake Country Activity 08: Discharge Measurements. Name: Date:

AMTEC SUPPORT GRIPS STANDARD, HEAVY DUTY & CONDUIT GRIPS

INTRODUCTION TABLE OF CONTENTS

ITTC Recommended Procedures and Guidelines

Sheet Metal Design Guidelines

Irrigation &Hydraulics Department lb / ft to kg/lit.

Revisions to the Regulations for Agility Trials

Domed Ceilings and Barrel Vaults

Precision Power Transmission Roller Chains, Attachments, and Sprockets

COMPUTATIONAL FLOW MODEL OF WESTFALL'S LEADING TAB FLOW CONDITIONER AGM-09-R-08 Rev. B. By Kimbal A. Hall, PE

FREEWAY WORK ZONE SPEED MODEL DOCUMENTATION

FIG: 27.1 Tool String

POST TEST KEY. Math in a Cultural Context*

Anchorage Connectors

General References Definitions. (1) Design Guidance. (2) Supporting Information

Fluid Flow. Link. Flow» P 1 P 2 Figure 1. Flow Model

Statistics: 4445 words plus 8 figures (x 250) = 6445 word equivalents.

Troyer s Gourd Rack 8 unit F R H O P

R&A Rules Limited and United States Golf Association

Perimeter. Name. 22 Topic 17. Reteaching Find the perimeter of the figure below.

Transcription:

Page 1 of 9 The enclosed report contains the data and analysis summary for the SoniCaliper shaft caliper, performed at River Bridge (Test Shaft-1), Clarke County, MS on Monday, April 02, 2012 by Dave Jakstis. The shaft was calipered from a reference depth of 10.0 feet to a depth of 75.0 feet. The shaft excavation was supported by a permanent, 21.00 feet deep, 71.00 inches I.D., 0.50 inches thick steel casing. The thickness of the casing itself, if temporary, was added to the total volume calculation. The minimum concrete volume is calculated to be 77.0 yd³, based on the area of the calipered cross-sections and a Top of Concrete depth of 5.0 feet. (Note that this includes theoretical volume based on a nominal shaft cross-sectional area between depths of 75.0 feet and 79.0 feet, which was not calipered.) Note that significant wall encroachment (greater than 6.00 inches) was calculated at the depths listed below: Depth (feet) 50.0 55.0 60.0 65.0 70.0 75.0 Encroachment (inches) 6.17 8.52 10.22 10.47 12.82 13.22 Page # 6 6 6 7 7 7

Page 2 of 9 Depth (feet) 0.0 VERTICAL PROFILE 10.0 Section alignment -80.0º 20.0 30.0 40.0 50.0 60.0 70.0 80.0 Radius (inches): -75.00-50.00-25.00 0.00 25.00 50.00 75.00

Page 3 of 9 Depth (feet) 0.0 CALCULATED CONCRETE VOLUME vs. DEPTH 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 Volume (yd³): 20 30 40 50 60 70 80 90 100 110 120

Page 4 of 9 Depth = 10.0 feet Encroachment = 1.14 inches Depth = 15.0 feet Encroachment = 1.38 inches Inner Area = 27.5 ft² Diameter = 71.00 inches Center offset = 1.14 inches Inner Area = 27.5 ft² Diameter = 71.00 inches Center offset = 1.38 inches Depth = 20.0 feet Encroachment = 2.11 inches Depth = 22.0 feet Calibration Ring Inner Area = 27.5 ft² Diameter = 71.00 inches Center offset = 2.11 inches Area = 27.5 ft² Diameter = 71.00 inches Center offset = 0.41 inches

Page 5 of 9 Depth = 25.0 feet N Datum Ring Depth = 30.0 feet Encroachment = 1.14 inches Area = 27.5 ft² Diameter = 71.01 inches Area = 27.9 ft² Perimeter = 18.7 feet Diameter = 71.57 inches Center offset = 1.38 inches Depth = 35.0 feet Encroachment = 3.65 inches Depth = 40.0 feet Encroachment = 5.03 inches Area = 28.0 ft² Perimeter = 18.7 feet Diameter = 71.60 inches Center offset = 3.89 inches Area = 28.0 ft² Perimeter = 18.7 feet Diameter = 71.61 inches Center offset = 5.27 inches

Page 6 of 9 Depth = 45.0 feet Encroachment = 5.60 inches Depth = 50.0 feet Encroachment = 6.17 inches Area = 28.2 ft² Perimeter = 18.8 feet Diameter = 71.85 inches Center offset = 6.00 inches Area = 28.2 ft² Perimeter = 18.8 feet Diameter = 71.94 inches Center offset = 6.57 inches Depth = 55.0 feet Encroachment = 8.52 inches Depth = 60.0 feet Encroachment = 10.22 inches Area = 28.3 ft² Perimeter = 18.9 feet Diameter = 72.03 inches Center offset = 9.00 inches Area = 28.1 ft² Perimeter = 18.8 feet Diameter = 71.77 inches Center offset = 10.55 inches

Page 7 of 9 Depth = 65.0 feet Encroachment = 10.47 inches Depth = 70.0 feet Encroachment = 12.82 inches Area = 28.6 ft² Perimeter = 19.0 feet Diameter = 72.48 inches Center offset = 11.20 inches Area = 28.1 ft² Perimeter = 18.8 feet Diameter = 71.81 inches Center offset = 13.22 inches Depth = 75.0 feet Encroachment = 13.22 inches Area = 29.9 ft² Perimeter = 19.4 feet Diameter = 74.01 inches Center offset = 14.68 inches

Page 8 of 9 Looking North

Page 9 of 9 INTERPRETATION OF SONICALIPER FIELD DATA REPORT General: The SoniCaliper is a profiling sonar device, specially adapted to function in drilling fluids. Each 360 pass generated with the SoniCaliper device produces up to one hundred twenty individual echo returns (profile data points). In the preceding figures (profile ring plots), the diamond points represent individual profile data points. A geometric shape is fitted to the data points using the non-linear least-squares technique (see Gander et al) to approximate the cross-sectional profile of the shaft for verticality, perimeter area and volume calculations. Hollow diamonds designate rejected points which are not used in the data fitting. Deployment: The device is lowered into the shaft excavation in incremental depths. At each depth, a 360 sweep of the shaft wall is performed. The device is assumed to hang vertically in the shaft (any deviation from verticality can be noted using onboard pitch and roll sensors). Any twist in the device relative to its initial orientation is compensated by onboard compass and/or gyroscope sensors. Calibration: Because the properties of drilling fluids vary widely, a calibration must be performed for each shaft to determine fluid wavespeed. This is done by selecting a profile ring of known diameter (drilled shaft) or length & width (panel / barrette) as the calibration ring. The data analysis then back-calculates the fluid wavespeed based on the known dimensions of this ring. The fluid wavespeed is assumed to be constant over the entire column of fluid depth. Shaft Verticality: To determine shaft verticality, a profile ring (usually, but not always the calibration ring) is selected as the datum ring. The DatumRingOfsetrticalitycroachmentVerticalitygeometric centers of the datum ring and all other profile rings are compared. The center offset listed on the figures indicates the divergence of each profile ring center point from the datum ring center point. Encroachment is presented graphically as the shaded area representing the portion of the shaft wall which would encroach into the perfectly vertical projection of the datum ring to the depth in question. For circular shafts, the maximum encroachment value for each profile ring is also given numerically. The user may also choose to display computed values for the vertical inclination of the shaft between each ring and the datum ring, for both encroachment and center offset. Verticality is computed as the maximum encroachment or center offset (the deviation ) divided by change in depth, and may be expressed as an angle, a percentage or as a deviation:depth ratio. Calipered Volume: The cross sectional area of each profile ring is determined and a cumulative volume for the calipered portion of the shaft is calculated. Note that this volume is a minimum. VeEnVectimrtionRcaoinlfgPrDojateuEncroaCchentmeerntOfsetDEEP FOUNDATION TESTING, EQUIPMENT & SERVICES SPECIALIZING IN OSTERBERG CELL (O-cell ) TECHNOLOGY O-cell and SoniCaliper are registered trademarks.