W912ES22R0001-0005 RRS SPEC 31 62 14.01 12 01Dec21.pdf

Red River Structure Amendment W912ES22R001

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 62 14.01 12

DYNAMIC PILE TESTING

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 QUALIFICATIONS

1.4 QUALITY CONTROL

1.4.1 General

1.4.2 Reporting

1.5 SUBMITTALS

1.6 TEST MEASUREMENT

1.7 DYNAMIC TEST REPORT

1.7.1 General

1.7.2 Test Pile Installation Equipment

1.7.3 Test Piles

1.7.4 Test Pile Installation

1.7.5 Dynamic Pile Testing

1.8 EXISTING PILE TESTING DATA

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

2.1.1 Dynamic Monitoring Device

2.1.2 Strain Transducers and Acceleration, Velocity or Displacement

Transducers

2.1.3 Apparatus for Recording, Reducing, and Displaying Data

2.2 TABLE OF PDA TESTING RESULTS

PART 3 EXECUTION

3.1 DYNAMIC TESTING

3.1.1 Dynamic Testing During Driving

3.1.1.1 Frequency of Testing Production Piles

3.1.2 Dynamic Testing During Restrike

3.1.2.1 Frequency of Testing First 6 Piles

3.1.2.2 Frequency of Testing Production Piles During Restrikes

3.2 APPLICATION

3.2.1 Impact Force Application

3.2.2 Placement of Transducers and Accelerometers

3.3 DYNAMIC TESTING REPORTS

3.3.1 Test Pile Program

3.3.2 Signal/Wave Matching Analyses

3.3.3 Refined Wave Equation Analysis

3.4 ATTACHMENTS

-- End of Section Table of Contents --

SECTION 31 62 14.01 12 Page 1 RRSAMEND5 Dec 01, 2021

SECTION 31 62 14.01 12

DYNAMIC PILE TESTING

PART 1 GENERAL

1.1 SCOPE

Dynamic pile testing is to provide data on strain or force and acceleration, velocity or displacement of a pile under impact force, with test methods specified in this section and as described in ASTM D4945. The data shall be used to estimate the static capacity and the integrity of the pile, as well as hammer performance, pile stresses, and soil dynamic characteristics.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D4595 (2017) Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method

ASTM D4945 (2017) Standard Test Method for High-Strain Dynamic Testing of Deep Foundations

1.3 QUALIFICATIONS

The Contractor shall identify the individual who has the experience in the method of performing dynamic pile testing and whom shall be administering the testing as shown and described. The Contractor shall submit a proven experience record for that individual. As a minimum, the individual shall have the experience of performing dynamic pile testing on at least five

(5) projects within the last five years. The individual proposed by the Contractor will be subject to the approval of the Contracting Officer and shall supervise all dynamic pile testing.

1.4 QUALITY CONTROL

1.4.1 General

The Contractor shall establish and maintain quality control for all operations to assure compliance with the contract requirements and maintain records of its quality control for all construction operations including, but not limited to, the following:

(1) Facilities and personnel providing for installation and reading by the Contractor of all measuring devices.

(2) Dynamic Pile Testing (pile number, location); sequence and method of testing; records of measurements, and driving records.

SECTION 31 62 14.01 12 Page 2

(3) Ensure dynamic pile testing equipment is in good working order and calibrated before, during, and after gauges are attached to the pile.

(4) Perform data quality checks throughout the dynamic pile test and ensure data quality is reasonable, reproducibly consistent and proportional.

1.4.2 Reporting

One digital copy of these records and tests, as well as records of corrective action taken, shall be furnished to the Government daily.

Electronic *.pda files of Pile Driving Analyzer (PDA) data shall be submitted to the government within 24 hours of each test. Additionally, the files shall be emailed to the Contracting Officer.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Dynamic Pile Testing Work Plan; G, GEO

The contractor shall submit its plan for conducting dynamic testing on the first six piles of each hammer-pile combinations to the Contracting Officer for approval a minimum of 30 days prior to the beginning of the tests. The hammer for the initial testing shall be the same hammer to be used for production pile driving.

The Contractor shall submit the items required below for review and approval by the contracting officer.

(1) Geotechnical firm and individual in the firm with the stated qualifications for performing dynamic pile testing.

(2) Dynamic Testing Work Plan. The work plan shall include all aspects discussed in paragragh Frequency of Testing Production Piles and shall include the following information:

a. Number and type of transducers

b. Location and method of installing transducers.

c. The ID numbers of each pile to be tested, target tip elevation, target tip depth, and time for each restrike to be performed. The presentation should follow the table format in paragragh Frequency of Testing Production Piles. The specific piles tested must be approved by the Contracting Officer, and piles with lower evaluated design loads may be suggested for initial testing.

d. A map showing the location of all piles to be installed, highlighting the specific piles to be tested.

Dynamic Pile Testing Work Plan; G, GEO

SECTION 31 62 14.01 12 Page 3

The Contractor shall submit its plan for conducting dynamic pile testing to the Contracting Officer for approval a minimum of 30 days prior to the beginning of the tests. The Contractor shall submit the items required below for review and approval by the Contracting Officer.

(1) Geotechnical firm and individual in the firm with the stated qualifications for performing dynamic pile testing.

(2) Dynamic Testing Work Plan. The work plan shall include the following information:

a. Number and type of transducers

b. Location and method of installing transducers.

c. A description of sequence and method of dynamic testing during driving steel piles.

Pile Penetration Criteria H-Pile ; G, GEO

Submit a proposed pile penetration criteria for initial drive and restrike based on 1D wave equation analysis of piles (WEAP) at the same time the equipment description per SECTION 31 62 16.00 12 STEEL H-PILES is submitted.

A separate pile driving criteria shall be provided for each of HP 14x73, HP 14x89, and HP 14-102 piles.

SD-03 Product Data

Pile Test Equipment Calibration; G, GEO

Descriptions of pile driving equipment, including leads, extractors, shall be submitted for approval at least 30 days prior to commencement of work. The following information for each hammer proposed shall be submitted for each proposed hammer:

(1) make and model

(2) ram weight (pounds)

(3) anvil weight (pounds)

(4) weight of the moving parts of the hammer (pounds)

(5) rated stroke (inches)

(6) rated energy range (foot-pounds)

(7) rated speed (blows per minute)

(8) steam or air pressure, hammer, and boiler and/or compressor (pounds per square inch)

(9) power pack description

(10) pile driving helmet, make, and weight (pounds)

(11) pile cushion material, type, proposed thickness, modulus of elasticity, and coefficient of restitution

(12) the make-up of the proposed cap block, including material type, dimensions, modulus of elasticity, and coefficient of restitution

(13) rated bounce chamber pressure curves or charts, including pressure correction chart for type and length of hose used with pressure gage (pounds per square inch)

SECTION 31 62 14.01 12 Page 4

SD-06 Test Reports

DYNAMIC TEST REPORT H-Piles ; G, GEO

The Contractor shall furnish all data from each pile tested including the pile driving records as required in 31 62 16.00 12 STEEL H-PILES within 24 hours after completion of each test. If a pile a does not meet the contractor's approved pile penetration criteria, the pile shall be entered as a deficiency. If a test pile fails at or less than the anticipated failure load, preliminary field test data shall be provided to the Contracting Officer within 24 hours or the next work day after the completion of the test. Blow counts shall be recorded for each foot of each test pile; and copies furnished to the Contracting Officer. The Dynamic Test Report shall include, but not be limited to: unusual driving conditions, interruptions or delays during driving, and any other information considered pertinent. Pile test data shall be recorded for all items shown in paragraph "DYNAMIC TEST REPORT." Copies of these forms shall also be furnished to the Contracting Officer.

Refined Wave Equation Analysis H-Piles ; G, GEO

Submit revised wave equation analysis of initial drive and restrike production pile driving criteria within 7 days of the completion of driving the first six H-piles for each hammer used.

The wave equation analysis shall reflect the measured hammer performance, measured pile stresses, and signal matching estimates of pile capacity based on Dynamic Pile Testing.

Dynamic Driving Stresses; G, GEO

Table Of PDA Testing Results

1.6 TEST MEASUREMENT

Measurements of strain, force, acceleration, velocity or displacement of a pile under impact force, and reports on all test piles shall be made by the Contractor. Dynamic Driving Stresses of the piles tested shall be supplied to the Contracting Officer within 7 days after the installation of the piles.

1.7 DYNAMIC TEST REPORT

The report of the dynamic pile test shall be in accordance with ASTM D4945 and include the following items where applicable:

1.7.1 General

(1) Project Identification

(2) Location

(3) Type of Test Completed (Initial Drive or Restrike)

(4) Reason for the Test (Example 1: Test Pile is number 74 out of 100 piles in the slab. Meets spec requirement for testing pile within 70-80%. Example 2: Pile restrike to verify capacity for a pile not

SECTION 31 62 14.01 12 Page 5 meeting contractor's Pile Penetration Criteria.)

1.7.2 Test Pile Installation Equipment

(1) Make, model, type, and size of hammer

(2) Weight of hammer and ram

(3) Stroke of ram

(4) Rated energy and operating speed of hammer

(5) Type and thickness of cap blocks and pile cushions

(6) Weight and dimensions of drive-cap and follower

1.7.3 Test Piles

(1) Identification of test pile(s)

(2) Type of piles

(3) Pile material including basic specifications

(4) Dimensions of pile

(5) Pile weight as driven

(6) Measure out of plumbness

(7) Driven length

(8) Embedded length

(9) Tested length, and

(10) Final elevation of piles butt referenced to fixed datum (identify datum)

(11) Location of splices, if applicable

(12) Dimensions and type of corrosion protection if applicable

(13) Location map showing all piles for the slab. The map should include a mark-up of all the piles driven and highlight which piles have been tested.

1.7.4 Test Pile Installation

(1) Date driven

(2) Operation of hammer during final driving

(3) Driving log, blows per foot

(4) Final penetration resistance, blows per inch

(5) Description of special installation procedures used, and

(6) Notation of any unusual occurrences during installation

(7) Cause and duration of interruptions in pile installation, if applicable

1.7.5 Dynamic Pile Testing

(1) Description of all components of the apparatus for obtaining dynamic measurements and apparatus for recording, reducing and displaying data, and of test procedure including description and location of the sensor attachment.

(2) Date tested and sequence of test pile such as "end of driving"

(3) Pile identification

(4) Pile length below sensors, cross sectional area, density, wave speed, and modulus of elasticity of the test pile

(5) Penetration resistance (number of blows per unit penetration) during test

(6) Graphical presentation and electronic data for velocity and force measurement in the time domain for representative blow of each pile tested

(7) Method(s) and one-dimensional wave propagation theory used to

SECTION 31 62 14.01 12 Page 6 evaluate data (particularly for the capacity evaluation)

(8) Calculation of pile capacity at the time of testing" from signal matching evaluation (CAPWAP or equivalent)

(9) Hammer performance as measured by energy transferred into the pile

(10) Driving stresses in the pile

(11) Comments on the integrity of the pile, and

(12) Notation of any unusual occurrences during test

(13) Include a summary table listing all the dynamic testing pile and the results

1.8 EXISTING PILE TESTING DATA

Existing pile testing data from the nearby pile load testing (Static and Dynamic) at the Diversion Inlet Structure (~5.3 miles from the project site) and 2012 test near the Red River (~1.5 miles from project site) is provided at the end of this section for the Contractor's reference and use. The information is not required to be used by the contractor.

Additional data and information from the pile driving can be requested from the District Office:

U.S. Army Corps of Engineers St Paul District 180 Fifth Street East, Suite 700 St. Paul, MN 55101-1678 Contact: Luke Schmidt Telephone: 651-290-5670

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

2.1.1 Dynamic Monitoring Device

The equipment shall conform to the requirements of ASTM D4945. The apparatus for obtaining dynamic measurements shall include transducers, which are capable of independently measuring strain and acceleration versus time at a specific location along the pile axis during the impact event. A minimum of two strain transducers and two accelerometers, positioned at 90 degrees around the perimeter of the pile, shall be securely attached to the pile to prevent slippage. Transducers and accelerometers shall be bolted to the test pile.

2.1.2 Strain Transducers and Acceleration, Velocity or Displacement Transducers

Transducers shall be as specified in ASTM D4945.

The transducer calibration shall have been within 1 year of the pile test.

The transducers shall have been calibrated to an accuracy of 3% throughout the applicable measurement range. If damage is suspected during use, the transducers shall be re-calibrated or replaced.

2.1.3 Apparatus for Recording, Reducing, and Displaying Data

This apparatus shall be as described in ASTM D4945. The apparatus shall allow determination of the force and velocity versus time and determination of the acceleration and displacement of the pile head, and the energy transferred to the pile.

SECTION 31 62 14.01 12 Page 7

2.2 TABLE OF PDA TESTING RESULTS

During construction and at the end of the project, the Contractor shall submit an electronic version of all PDA testing results. During driving, the table shall be submitted weekly. Use the PDA - Summary Log form attached to the end of this section as a template.

PART 3 EXECUTION

3.1 DYNAMIC TESTING

3.1.1 Dynamic Testing During Driving

Dynamic pile testing shall be performed during the driving of production piles. Dynamic testing shall commence at or before the pile tip reaches an elevation of 855. Dynamic testing shall be performed in increments of two feet or less. The Contractor shall mark the test piles clearly at appropriate interval for pile installation and dynamic testing.

The Contractor shall attach a minimum of two strain transducers and two accelerometers to the pile(s) at a minimum distance of 1.5 pile diameters below the pile head as stated in this Section and in accordance with ASTM D4945. The transducers shall be securely attached to the piles by bolting. The Contractor shall connect the sensors on the pile with the pile driving analyzer located at ground level at a safe distance from the pile. The Contractor shall perform the internal calibration check and take the dynamic measurements for the impacts together with routine observation of penetration resistance. The force and velocity signals from the pile driving analyzer shall be calibrated before dynamic testing begins.

Driving of the test pile shall continue using routine pile installation procedures with the impact hammer. The impact force applied during dynamic testing shall be applied axially and concentrically with the pile. The Contractor shall take measurements in accordance with ASTM D4945 including but not limited to recording the number of impacts for a specific penetration; record the drop of the ram or ram travel length, if applicable; for hydraulic hammers, record the kinetic energy from the hammer readout when available; record the number of blows per minute delivered by the hammer; and take, record, and display a series of force and velocity measurements. The Contractor shall compare the force and the product of velocity and impedance at the moment of impact as stated in SUBMITTALS and in accordance with ASTM D4945 for data quality checks.

3.1.1.1 Frequency of Testing Production Piles

Fourteen tests shall be taken for the foundation slab of the Control Structure. The first test shall be performed on one of the first 15 piles driven. Subsequent tests shall be between performed after an additional 40 to 60 piles have been driven since the previous test. Nine of the tests shall be completed on the vertical piles and five tests shall be completed on batter piles.

Twelve tests shall be taken for the Approach Apron. The first test shall be performed on one of the first 15 piles driven. Subsequent tests shall be between performed after an additional 40 to 60 piles have been driven since the previous test. Six of the tests shall be completed on HP 14x102 piles and six of the tests shall be completed HP 14x73 piles.

Fourteen tests shall be taken for the Stilling Basin. The first test shall

SECTION 31 62 14.01 12 Page 8 be performed on one of the first 15 piles driven. Subsequent tests shall be between performed after an additional 40 to 60 piles have been driven since the previous test.

Two tests shall be taken under the East Dam Wall monoliths M6 through M9 and two tests shall be taken under the West Dam Wall monoliths M2 through M5. The first test shall be performed on one of the first 15 piles driven.

Subsequent tests shall be between performed after an additional 40 to 60 piles have been driven since the previous test.

Six tests shall be taken under the East Approach Wall monoliths M4 through M6 and Six tests shall be taken under the West Approach Wall monoliths M1 through M3. Test two piles under each approach wall monolith (M1 through M6).

Six tests shall be taken under the East Downstream Retaining Wall monoliths R4 through R6 and Six tests shall be taken under the West Downstream Retaining Wall monoliths R1 through R3. Test two piles under each approach wall monolith (R1 through R6).

3.1.2 Dynamic Testing During Restrike

When a Restrike is performed on a pile, the following guidance shall be followed.

The Contractor shall attach a minimum of two strain transducers and two accelerometers to the pile(s) at a minimum distance of 1.5 pile diameters below the pile head as stated in this Section and in accordance with ASTM D4945. The transducers shall be securely attached to the piles by bolting. The Contractor shall connect the sensors on the pile with the pile driving analyzer located at ground level at a safe distance from the pile.

The Contractor shall perform the internal calibration check and take the dynamic measurements for the impacts together with routine observation of penetration resistance. The force and velocity signals from the pile driving analyzer shall be calibrated before dynamic testing begins. The impact force applied during dynamic testing shall be applied axially and concentrically with the pile. The restrike driving sequence shall be performed with a warmed up hammer and shall consist of striking the piles until the pile penetrates an additional three inches. The Contractor shall take measurements in accordance with ASTM D4945 including but not limited to recording the number of impacts for a specific penetration; record the drop of the ram or ram travel length, if applicable; for hydraulic hammers, record the kinetic energy from the hammer readout when available; record the number of blows per minute delivered by the hammer; and take, record, and display a series of force and velocity measurements. The Contractor shall compare the force and the product of velocity and impedance at the moment of impact as stated in SUBMITTALS and in accordance with ASTM D4945 for data quality checks.

3.1.2.1 Frequency of Testing First 6 Piles

Detailed restrike testing shall be performed on the first 6 HP 14x73 and first 6 HP 14x102 piles driven

H-Pile (14x73) To verify the hammer performance, driving stresses, WEAP based driving criteria, and soil setup response, the first six HP 14x73 production piles

SECTION 31 62 14.01 12 Page 9

3.1.2.1 Frequency of Testing First 6 Piles

shall be dynamically tested. Two piles shall be tested at a tip elevation of El. -840 ft with a minimum RX9 of 375 kips, two piles shall be tested at a tip elevation of -835 ft (+/- 0.5 ft), and two piles shall be tested at a tip elevation of -830 ft (+/- 0.5 ft). A detailed series of restrikes, as outlined in the table below, shall be followed. CAPWAP analysis are not required for restrikes as part of this program, but *.pda files shall be e-mailed to USACE within 24 hours of each test. The restrike driving sequence shall be performed with a warmed up hammer and shall consist of striking the piles for no more than 10 blows or 1 inch of movement, which ever comes first, through each restrike step (RS). The restrike may require pile sequencing in order to access pile restriking.

An example testing schedule is included as an attachment.

Testing

ID

PDA Testing Schedule (allowable variation/Preference)

EOD End of Driving (EOD

RS1 2 minute after EOD (+/- 1 minute)

RS2 7 minute after EOD (+/- 2 minutes)

RS3 20 minute after EOD (+/- 5 minutes)

RS4 1 hour after EOD (+/- 10 minutes)

RS5 3 to 16 hours (closer to 3 preferred)

RS6 8 to 20 hours (closer to 8 preferred, must be a minimum of 4 hours after reading 5)

RS7 24 hours (+/- 4 hours, must be a minimum of 4 hours after reading 6)

RS8 3 to 7 days

RS9 10 days (+/- 2 days, must be at least 3 days after reading 8)

RS10 30 days (+/- 5 days)

H-Pile (14 x 102) To verify the hammer performance, driving stresses, WEAP based driving criteria, and soil setup response, the first six HP 14x102 production piles shall be dynamically tested. Two piles shall be tested at a tip elevation of El. -840 ft with a minimum RX9 of 600 kips, two piles shall be tested at a tip elevation of -830 ft (+/- 0.5 ft), and two piles shall be tested at a tip elevation of -825 ft (+/- 0.5 ft). A detailed series of restrikes, as outlined in the table below, shall be followed. CAPWAP analysis are not required for restrikes as part of this program, but *.pda files shall be e-mailed to USACE within 24 hours of each test. The restrike driving sequence shall be performed with a warmed up hammer and shall consist of striking the piles for no more than 10 blows or 1 inch of movement, which ever comes first, through each restrike step (RS). The restrike may require pile sequencing in order to access the pile for restriking.

SECTION 31 62 14.01 12 Page 10

Testing

ID

PDA Testing Schedule (allowable variation/Preference)

EOD End of Driving (EOD

RS1 1 minute after EOD (+/- 1 minute)

RS2 5 minute after EOD (+/- 2 minutes)

RS3 20 minute after EOD (+/- 5 minutes)

RS4 1 hour after EOD (+/- 10 minutes)

RS5 3 to 16 hours (closer to 3 preferred)

RS6 8 to 20 hours (closer to 8 preferred, must be a minimum of 4 hours after reading 5)

RS7 24 hours (+/- 4 hours, must be a minimum of 4 hours after reading 6)

RS8 3 to 7 days

RS9 10 days (+/- 2 days, must be at least 3 days after reading 8)

RS10 30 days (+/- 5 days)

If the driving program stops for more than 6 weeks the first two production piles will be monitored with PDA during installation to assess hammer performance and driving criteria. A stop in driving is defined as the period of time between driving at the Red River site the last pile of a specific pile type (e.g., HP 14x73, HP 1x89, HP 14x102) from the ground surface to its termination depth with a specific pile driving hammer. If the specific hammer has not been previously used at the Red River site with the pile type, the two pile PDA calibration will need to be performed. This calibration shall be performed at no additional cost to the government.

Other piles can be driven during this time.

3.1.2.2 Frequency of Testing Production Piles During Restrikes

Restrikes on other production piles shall be performed at least 21 days after end of initial driving.

The Contractor shall select piles for restrike. Frequency of testing foundations slabs and walls shall be as follows.

- 1 restrike of 14 PDAs for Control Structure = 1 restrike

- 1 restrike of 12 PDAs for Approach Apron = 1 restrike

- 1 restrike of 14 PDAs for Stilling Basin = 1 restrike

- 1 restrike of 6 PDAs for each of the East and West Approach Walls = 2 restrikes

- 1 restrike of 6 PDAs for each of the East and West Downstream Retaining Walls = 2 restrikes

SECTION 31 62 14.01 12 Page 11

3.1.2.2 Frequency of Testing Production Piles During Restrikes

3.2 APPLICATION

3.2.1 Impact Force Application

Impact force for the dynamic pile tests shall be the approved impact hammer. The hammer shall be positioned so that the impact is applied axially to the head of the pile and concentric with the pile.

3.2.2 Placement of Transducers and Accelerometers

The two strain transducers and two accelerometers shall be placed, diametrically opposed and on equal radial distances, at the same axial distance from the bottom or from the top of the pile so that the measurements compensate for bending of the pile. The transducers shall be attached at least 1 ½ pile diameters from the pile head. Care shall be taken to ensure that the apparatus is securely attached to the pile so that slippage is prevented. See ASTM D4945 for typical attachment lay-outs.

3.3 DYNAMIC TESTING REPORTS

3.3.1 Test Pile Program

The Contractor's geotechnical firm shall prepare a written report of the dynamic testing program on the test piles and results. This report shall include a discussion of the pile capacity results obtained from the dynamic testing and correlation between the pile dynamic test results and the EXISTING PILE TESTING DATA, provided by USACE. The report shall also discuss hammer and driving system performance, driving stress levels, pile integrity and soil characteristics such as soil damping coefficients and quake values.

3.3.2 Signal/Wave Matching Analyses

The Contractor shall perform signal/wave matching analyses of the dynamic pile testing data obtained from the "end of initial driving" and the "beginning of restrike" on all dynamically tested piles. The signal/wave matching analysis shall be included in the report. All electronic time histories of force and velocity used for signal matching shall be provided to USACE for verification of interpretation.

3.3.3 Refined Wave Equation Analysis

The Contractor shall perform a refined wave equation analyses based upon the variations in the subsurface conditions and/or drive system performance observed from dynamic testing of the first five production piles for each combination of pile type and hammer used. These analyses shall be provided as individual submittals. A copy of the electronic files shall also be submitted.

3.4 ATTACHMENTS

1. EXISTING PILE TESTING DATA 40 PAGES

2. EXAMPLE OF THE TESTING SCHEDULE 1 PAGE

3. PDA - SUMMARY LOG TEMPLATE FORM 1 PAGE

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