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E"LR?3  @@   d6PANEL PROCESSING (TO BE COMPLETED BY PANEL FABRICATOR);SECONDARY PANEL OPERATIONS (TO BE COMPLETED BY TESTING LAB)QPANEL PROPERTIES (Prior to Secondary Operations) (TO BE COMPLETED BY TESTING LAB)TO BE COMPLETED BY TESTING LABQMethod Used for Modulus Calculation {SRM 1R-94 and SRM 6-94 require chord method}$^Initial Strain for Chord Modulus Calculation {SRM 1R-94 and SRM 6-94 require 1000 microstrain}-\Final Strain for Chord Modulus Calculation {SRM 1R-94 and SRM 6-94 require 3000 microstrain}+Composite Common Name4Composite Source (Supplier and/or supplier location))Nominal Resin Solids Content (of prepreg)Composite Specification Number#Composite Specification Dash NumberScrim Material Common NameScrim Source (Supplier)MATRIXMatrix Common NameMatrix Source (Supplier)Matrix Specification Number REINFORCEMENT Fiber TypeFiber Common Name Fiber SourceFiber Nominal DensityFiber Sizing/Finish TypeFiber Sizing/Finish NameFilament Count per TowSizing/Finish Content, Nominal Tow Denier%Nominal Tow Yield (forms used as tow)PREFORM (Including Fabrics)-Preform Source (Weaver, Braider, or Stitcher)Tackifier TypeTackifier Common NameTackifier Source-Yarn Count, Nominal (Warp x Fill for Fabrics)Stitching CountStitching Yarn Row SpacingPreform Specification NumberTackifier Specification Number8Nominal Fiber Areal Weight (of tape, fabric, or preform)g/m2 wt. %0Composite Product Name (Supplier's catalog name)Required Entry if ApplicableMatrix Nominal Density (cured)g/cm3 Tow Twist (0 = no twist)#Fiber Surface Treatment (Yes or No) turns/inchUnit or Format##kdenierlinear ft./lb..Fiber Length (for discontinuous reinforcement)inch yarns/inch stitches/inchFiber Specification NumberRequired EntryNOTES$Material Description Note or Comment#Composite Batch Date of Manufacture Batch Average Fiber Areal Weight1Batch Average Resin (solids) Content (of prepreg)Batch Average Flow (of prepreg)0Batch Average Gel Time (of RTM or prepreg resin)5Batch Avg. Volatile Content (of prepreg or RTM resin)'Tack (Low, Medium, or High for prepreg)PREPREG mm/dd/yyyyFpsiminutesVolatile Test TemperatureMatrix Lot or Batch NumberMatrix Lot Date of ManufactureMatrix Density, Lot Average0 (Warp) Direction FibersFiber Lot Number(s)Fiber Lot Date of ManufactureFiber Lot Avg. DensityFiber Lot Avg. Tensile StrengthFiber Lot Avg. Tensile Modulus90 (Fill) Direction FibersBias (q) Direction Fibers "Through Thickness Direction FibersStitching FibersksiMsi7Preform or Fabric Lot Number (e.g.: weaver lot number)%Preform or Fabric Date of ManufactureTackifier Lot Number!Tackifier Lot Date of ManufactureTackifier Content!Batch Information Note or CommentPanel FabricatorComposite Material Batch NumberNumber of Layers (plies)Layup Stacking Sequence/Composite Material Lot Number (subset of batch)Composite Material Roll NumberCooling Rate After CurePanel Removal Tool TemperatureCure Vacuum Vent PressurePostcure Temperature Postcure Time(RTM/VARTM Resin Temperature at Injection"RTM/VARTM Preform Degas Procedure -RTM/VARTM Tool Temperature Prior to InjectionRTM/VARTM Resin Injection RateSandwich Panel Core MaterialNominal Sandwich Core ThicknessNon-test Sandwich Face Material(Non-test Sandwich Face Nominal ThicknessSandwich Secondary Bond CyclePanel Thickness (panel average) Panel Density"Panel Fiber Volume (panel average)&Panel Dry Glass Transition Temperature&Panel Wet Glass Transition TemperaturePanel Void ContentPanel Data Note or CommentBPanel Description (type of test for which the panel is to be used) CMH-17 format F/minutepsig No or YesRTM Vacuum Used? (Yes or No)Text or Reference*RTM/VARTM Preform Temperature at Insertionlb./min. or ml/min.vol.%Panel Density Test MethodPanel Fiber Volume Test Method"Panel Glass Transition Test MethodPanel Void Content Test Method(TEST SPECIMEN ENVIRONMENTAL CONDITIONING Conditioning General DescriptionNumber of Conditioning StagesConditioning Stage 1,Conditioning Medium for Conditioning Stage 1$Temperature for Conditioning Stage 1#Fixed Time for Conditioning Stage 1*Relative Humidity for Conditioning Stage 1'Conditioned to Equilibrium for Stage 1?$Test Method for Conditioning Stage 1Conditioning Stage 2,Conditioning Medium for Conditioning Stage 2$Temperature for Conditioning Stage 2#Fixed Time for Conditioning Stage 2*Relative Humidity for Conditioning Stage 2'Conditioned to Equilibrium for Stage 2?$Test Method for Conditioning Stage 2Conditioning Stage 3,Conditioning Medium for Conditioning Stage 3$Temperature for Conditioning Stage 3#Fixed Time for Conditioning Stage 3*Relative Humidity for Conditioning Stage 3'Conditioned to Equilibrium for Stage 3?$Test Method for Conditioning Stage 3Flow Test TemperatureFlow Test PressureGel Test TemperatureBatch 1Batch 2Batch 3Batch 4Batch 5Panel 1Panel 2Panel 3Panel 4Panel 5Panel 6Panel 7Panel 8Panel 9Panel 10Panel 11Panel 12Panel 13Panel 14Panel 15Panel 16Panel 17Panel 18Panel 19Panel 20Panel 21Panel 22Panel 23Panel 24Panel 25 Condition 1 Condition 2 Condition 3IntegerYes, No Specimen IDConditioning Completion Date4Description of Storage Between Conditioning and Test Test ID No. Loadcell IDLoadcell Capacity Test DateTest Technician$Calculated Ultimate Tensile StrengthCalculated Tensile Modulus"Calculated Tensile Poisson's RatioTest Result ValidityTest Result Validated ByTest Validation Date Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5 Specimen 6 Specimen 7 Specimen 8 Specimen 9 Specimen 10 Specimen 11 Specimen 12 Specimen 13 Specimen 14 Specimen 15 Specimen 16 Specimen 17 Specimen 18 Specimen 19 Specimen 20 Specimen 21 Specimen 22 Specimen 23 Specimen 24 Specimen 25Time - Conditioning Stage 1Time - Conditioning Stage 2Time - Conditioning Stage 3Test Series ID No.Test Machine IDlbs.Laboratory Relative HumidityTest TemperatureLaboratory Ambient Temperature'Test Soak Time Prior to Load InitiationResponsible EngineerUltimate Applied LoadGENERALSPECIMEN GEOMETRYdegreesSpecimen Fabricator)Conditioning Code (from Env. Cond. sheet)hrs.%3Percent Weight Change - Stage 1 (negative for loss)3Percent Weight Change - Stage 2 (negative for loss)3Percent Weight Change - Stage 3 (negative for loss)>Loading Direction (relative to laminate direction - 0 or 90) microstrain#Failure Mode Code (see test method) TEST SETUP TEST RESULTSTEST VALIDATIONRENVIRONMENTAL CONDITIONING (times and weight changes based on groups of specimens)(If Friction Tabs Used, Describe MaterialJIf Applicable to All Specimens, Enter for Specimen 1 Only and Check Here Overall Length (nominal)Gage Length (nominal)SPECIMEN PREPARATIONBINTERLAMINAR TENSION / CURVED BEAM STRENGTH TESTING PER ASTM D6415cMethod of Determining Reported Thickness from Multiple Measurements {Average is specified in D6415}DThickness (curved region, measured) {D6415 requires 0.079 - 0.472 inch in the curved region for determination of curved beam strength and suggests 0.1650.008 inch for determination of interlaminar tensile strength (unidirectional laminates only)}$Thickness (Leg 1, measured)Thickness (Leg 2, measured))Width (nominal) {D6415 requires 1.0 inch}0Width (measured) {D6415 requires 0.980.04 inch}7Leg Length (nominal) {D6415 requires 1.97 inch minimum}Leg 1 Length (measured)Leg 2 Length (measured)"DEVIATIONS FROM D6415 REQUIREMENTS9Curved Beam / Interlaminar Tension Test Notes or Comments@Curved Section Inner Radius (nominal) {D6415 requires 0.25 inch}&FCurved Section Inner Radius (measured) {D6415 req< uires 0.250.01 inch}'I14M11DDoes Thickness Variation within Specimen Meet 5% D6415 Requirement?4Angle Between Legs (measured) {D6415 requires 903}8Loadcell Accuracy {D6415 requires 1% of indicated load}HCompressometer Class {must be accurate within 1% of specimen thickness}NFixture Upper Loading Bar Diameter (nominal) {D6415 requires 0.24 - 0.39 inch}-NFixture Lower Loading Bar Diameter (nominal) {D6415 requires 0.24 - 0.39 inch}-dTest Speed (rate of displacement/strain application) {D3518 requires 0.01 min.-1 for strain control}5NQKFixture Lower Loading Bar Span (measured) {D6415 requires 3.940.08 inches}*KFixture Upper Loading Bar Span (measured) {D6415 requires 2.950.08 inches}*DType of Loading Rate Control {D6415 requires crosshead rate control}JTest Speed {D6415 requires rate to achieve failure within 1 to 10 minutes} LCalculated Curved Beam Strength {valid for all laminates within D6415 scope} RCalculated Interlaminar Tensile Strength {valid only for unidirectional laminates})sFiber Volume Fraction in Curved Region (average for data set) {required for full compliance with D6415 test method}>vol. %:Fiber Volume Fraction Test Method, Including Revision DaterVoid Volume Fraction in Curved Region (average for data set) {required for full compliance with D6415 test method}=9Void Volume Fraction Test Method, Including Revision DateRIf Applicable to All Panels on this Sheet, Enter for Panel 1 Only and Check Here *Method of Determining 0 Panel OrientationUWas "Flip-Flop" Cutting Procedure Used to Minimize / Cancel Cut Angle Error Stack Up?Diamond Saw Lubricant TypeSurface Grinding Lubricant Type?Method of Assuring Bonded Tab Surfaces are Parallel to Specimen'Method of Checking Load Train Alignment;Frequency of Specimen Inspection for Dimensional Compliance+COMPOSITE MATERIAL DATA COLLECTION TEMPLATE< select from pull-down!Composite Material Form  General(Reinforcement Form or Fabric Weave StyleScrim Weave Style Matrix TypeSPECIFIC BATCH INFORMATIONGENERAL MATERIAL DESCRIPTION(Drape (Low, Medium, or High for prepreg)LComposite Material (Prepreg) Batch Number (assign number for liquid molding) Lay-up Method-Type of curing or final consolidation process'Cure Vacuum Maintained Throughout Cure?HConditioning Code (assign code like "Ambient, " "Wet," "Jet Fuel," etc.)Doubler (Tab) TypeEnvironmental Condition*Frequency of Checking Load Train Alignment Grip Face Grip Type Yes or No#Were Specimen Edges Surface Ground?Autoclave, Oven, or Press IDTime/Temp./Pressure+Universal Joint Used in Grip Loading Train?;Are Tabs Bonded to Individual Specimens or to Entire Panel?Bonded Tab (doubler) Material.Bonded Tab (doubler) Layup (stacking sequence)&Bonded Tab (doubler) Nominal Thickness Bonded Tab (doubler) Bevel Angle%Bonded Tab (doubler) Bonding Adhesive'Type of Equipment Used for Bonding TabsTest Witness (e.g.: DER)<Loadcell Certified Traceable Range (from calibration record) xx% - xx%% of indicated load8Loadcell Accuracy {D3039 requires 1% of indicated load}$Type of Displacement Instrumentationinches;Strain Gage Active Gage Length {D3039 recommends 0.25 inch}Strain Gage Resistanceohms>Method Used to Abrade Specimen Surface for Strain Gage Bondingselect from pull-down >F% RH2Environmental Chamber Type for Non-ambient TestingEnvironmental Chamber IDAEnvironmental Chamber Temperature Precision {D3039 requires 5F},@Environmental Chamber Humidity Precision {D3039 requires 3% RH})8Location of Specimen Temperature Monitoring ThermocoupleType of Loading Rate ControlName Name, TitleWDo Grips Overhang Bonded Tabs by at Least 0.5 inch? {D3039 requirement for bonded tabs}3IIf Friction Tabs Used, Describe Mat'l. {D3039 requires 80-150 grit emery}'$Method of Aligning Specimen in Grips!Gripping Load for Hydraulic Grips1Gripping Pressure on Specimen for Hydraulic Grips"DEVIATIONS FROM D3039 REQUIREMENTSDeviations in Specimen Geometry6Deviations in Instrumentation / Measurement TolerancesDeviations in Test EnvironmentDeviations in Test SpeedDeviations in Calculations&Deviations in Acceptable Failure ModesOther DeviationsTensile Test Notes or CommentsASTM E1434 Item No.H2H3I1I3-Test Method Call-out, Including Revision Datea####-##Testing Facility NameTest Facility AddressH4H5Specimen Labeling Scheme ReferenceI2 Related to H7&Specimen Layout Cutting Plan ReferenceReference to Test PlanI4I7I9Width (nominal)Width (measured)Thickness (nominal)Thickness (measured)I10I11I12I48I49I50I51I52#Bonded Tab (doubler) Nominal LengthI53+Bonded Tab (doubler) Bond Cycle Temperature$Bonded Tab (doubler) Bond Cycle Time(Bonded Tab (doubler) Bond Cycle PressureI54I55Traveler GeometryJ8!LxWxT (inch) or "Actual Specimen"K1K2Test Machine Drive TypeK3Grip ManufacturerGrip Model No.Grip IDK4 Grip LengthGrip Wedge AngleK5K6OptionalK7K15K16L1oExtensometer / Strain Gage Number and Location {D3039 recommends at least 1 back-to-back specimen per like set}/L2Extensometer ClassL3(Extensometer or Strain Gage Manufacturer(Extensometer or Strain Gage Model NumberL4L5L9+Extensometer Calibration Document ReferenceL11M23Do Specimens Meet Nominal Test Method Requirements?M3M4CMethod of Determining Reported Thickness from Multiple MeasurementsM6?Method of Determining Reported Width from Multiple MeasurementsM7Gage Length (measured)M9N1N3Test Relative HumidityN4N5N6N7.Specimen Absolute Moisture Content Before Test3Specimen Group Absolute Moisture Content After Test'Heating Rate to First Dwell Temperature(Heating Rate to Second Dwell TemperatureSecond Dwell Temperature Time at Second Dwell TemperatureDAutoclave Pressure Applied at End of First Dwell (0 for vacuum only)'Heating Rate to Third Dwell TemperatureThird Dwell TemperatureTime at Third Dwell Temperature1Temperature to Vent Autoclave Pressure After CureInitial Applied Vacuuminches of MercuryEFirst Dwell Temperature (cure temperature if only single stage cycle)FTime at First Dwell Temperature (cure time if only single stage cycle)>Temperature for Removal of Tool from Autoclave, Oven, or Press% (specimen group avg.)N8N9N10,in./min. / minutes-1 / lbs./min. / psi/min.  O2O1O4*Test Preload (for specimen group, nominal)O5Data Acquisition MethodO6Data Acquisition Sampling RateHzO7P1P11P13:Panel Fabrication Date (typically, date of cure cycle run)1Tensile Strain at Ultimate Load in Test DirectionP14, P15P16P17)Fitting Procedure for Modulus CalculationP18uInitial Strain for Chord Modulus Calculation {D3039 recommends 1000 microstrain, others permitted with documentation}-sFinal Strain for Chord Modulus Calculation {D3039 recommends 3000 microstrain, others permitted with documentation}+P19P20P21+Method Used for Poisson's Ratio CalculationP221Fitting Procedure for Poisson's Ratio CalculationP23.Initial Strain for Poisson's Ratio Calculation,Final Strain for Poisson's Ratio CalculationP24P25Was Bending Strain Measured?P26P27P28Initial Strain for BendingFinal Strain for BendingPercent Bending StrainP29<Does Percent Bending Strain Satisfy Test Method Requirement?P30P48Tabulated Data Reference File Name#Tabulated Data Independent Variable!Tabulated Data Dependent VariableP49P50Test Photo File or FolderFile or Folder NameGraphical Data Reference#Graphical Data Independent Variable!Graphical Data Dependent VariableP51P52P53P634Overall Length (nominal) {D6641 requires 5.5 inches}3Doubler (Tab) Type {tabs are nonstandard per D6641}< J2*Conditioning Chamber Temperature Precision'Conditioning Chamber Humidity PrecisionJ1J3J5J6J9select from pull-down >"Equilibrium Definition for Stage 1"Equilibrium Definition for Stage 2"Equilibrium Definition for Stage 31Conditioning Environment for Conditioning Stage 1J71Conditioning Environment for Conditioning Stage 21Conditioning Environment for Conditioning Stage 3Loadcell AccuracyStrain Gage Active Gage Length9select from pull-down BTB = Back-to-Back Dbl = 0 & 90 >Fixture ManufacturerFixture Model No. Fixture IDFixture Gripping SurfaceFixture Gripping Lengthin.-lbs.O3CFixture Bolt Torque {D6641 recommends 20-25 in.-lb. starting point}+Method of Checking Load Platten Parallelism=Do Loading Plattens Meet 0.001 inch Parallelism Requirement??Spherical Seat Used in Loading Train? {not preferred per D6641}%+Environmental Chamber Temperature Precision(Environmental Chamber Humidity PrecisiondTest Speed (rate of displacement/strain application) {D3039 requires 0.01 min.-1 for strain control}5NQUTest Speed (rate of displacement/strain application) {D6641 recommends 0.05 in./min.}55Compressive Strain at Ultimate Load in Test Direction(Calculated Ultimate Compressive StrengthCalculated Compressive ModulusJMethod Used for Modulus Calculation {D3039 requires at least chord method}$JMethod Used for Modulus Calculation {D6641 requires at least chord method}$uInitial Strain for Chord Modulus Calculation {D6641 recommends 1000 microstrain, others permitted with documentation}-sFinal Strain for Chord Modulus Calculation {D6641 recommends 3000 microstrain, others permitted with documentation}+&Calculated Compressive Poisson's Ratio<Failure Mode Code (see test method ref. to ASTM D3410 codes)FLEXURE TESTING PER ASTM D7907Loadcell Accuracy {D790 requires 1% of indicated load})Location of Deflection Measurement Device"Extensometer / Deflectometer Class<Deflection Measurement Device Calibration Document Reference*Deflection Measurement Device Model Number*Deflection Measurement Device Manufacturer&Method of Aligning Specimen in FixturesFixture Support Nose Diameter {D790 states 0.3940.008 inch as std., others permitted, 0.250 inch minimum diameter}sFixture Loading Nose Diameter {D790 states 0.3940.008 inch as std., others permitted, 0.250 inch minimum diameter}9Method of Setting Support Span and Centering Loading NoseCType of Loading Rate Control {D790 requires crosshead rate control}aTest Speed {D790 requires crosshead rate to be calculated based on a strain rate of 0.01 in./in.} 5Does Test Speed Meet Strain Rate Requirement of D790??Was Tool Side or Bag Side of Specimen Resting on Support Noses?BD790 Procedure Used (A = Small Deflections, B = Large Deflections)QSupport Span to Specimen Thickness Ratio (nominal) {See D790 for recommendations}3Support Span (measured)%Calculated Ultimate Flexural StrengthCalculated Flexural Modulus4Final Strain for Chord or Secant Modulus Calculation,Initial Stress for Chord Modulus Calculation4Final Stress for Chord or Secant Modulus CalculationFlexure Test Notes or CommentsFFlexural Strain (in outer fibers) at Ultimate Load or Test Termination!DEVIATIONS FROM D790 REQUIREMENTS"DEVIATIONS FROM D7137 REQUIREMENTS"DEVIATIONS FROM D7136 REQUIREMENTS"DEVIATIONS FROM D5961 REQUIREMENTS"DEVIATIONS FROM D2344 REQUIREMENTS"DEVIATIONS FROM D3518 REQUIREMENTS"DEVIATIONS FROM D5379 REQUIREMENTS*DEVIATIONS FROM D6484 / D6742 REQUIREMENTS"DEVIATIONS FROM D6484 REQUIREMENTS*DEVIATIONS FROM D5766 / D6742 REQUIREMENTS"DEVIATIONS FROM D5766 REQUIREMENTS%DEVIATIONS FROM SRM 1-94 REQUIREMENTS"DEVIATIONS FROM D6641 REQUIREMENTS"Compressive Test Notes or Comments'TENSILE TESTING PER ASTM D3039 / D3039M+COMPRESSIVE TESTING PER ASTM D6641 / D6641MHole Drilling Lubricant Type(Type of Drill Bit Used for Hole Drilling"Thickness Near the Hole (measured)7Thickness (nominal) {D5766 requires 0.080 - 0.160 inch}2Width (measured) {D5766 requires 1.500.05 inches};Overall Length (nominal) {D5766 requires 8.0 - 12.0 inches}&If Friction Tabs Used, Describe Mat'l.I20I21I22BSpecimen Width to Hole Diameter Ratio (nominal) {D5766 requires 6}0PHole Diameter to Specimen Thickness Ratio (nominal) {D5766 recommends 1.5 - 3.0}42Hole Diameter (nominal) {D5766 requires 0.25 inch}:Hole Diameter (measured) {D5766 requires 0.2500.003 inch}M210Specimen Width to Hole Diameter Ratio (measured)M224Hole Diameter to Specimen Thickness Ratio (measured)M23>Loadcell Accuracy {test method requires 1% of indicated load}AStrain Gage Active Gage Length {test method recommends 0.25 inch}uExtensometer / Strain Gage Number and Location {test method recommends at least 1 back-to-back specimen per like set}/]Do Grips Overhang Bonded Tabs by at Least 0.5 inch? {test method requirement for bonded tabs}3BEnvironmental Chamber Temperature Precision {method requires 5F},AEnvironmental Chamber Humidity Precision {method requires 3% RH})jTest Speed (rate of displacement/strain application) {test method requires 0.01 min.-1 for strain control}5TWMethod Used for Modulus Calculation {D3039, which is referenced in D5766, requires at least chord method, but modulus is optional in D5766}${Initial Strain for Chord Modulus Calculation {test method recommends 1000 microstrain, others permitted with documentation}-yFinal Strain for Chord Modulus Calculation {test method recommends 3000 microstrain, others permitted with documentation}+1OPEN HOLE TENSILE TESTING PER ASTM D5766 / D5766M5OPEN HOLE COMPRESSIVE TESTING PER ASTM D6484 / D6484M;Were Holes Drilled Undersize and Then Reamed? {recommended}.7Thickness (nominal) {D6484 requires 0.125 - 0.200 inch}+Width (nominal) {D6484 requires 1.5 inches}2Width (measured) {D6484 requires 1.500.05 inches}+Width (nominal) {D5766 requires 1.5 inches}6Overall Length (nominal) {D6484 requires 12.00 inches}JRatio of Ungripped Length to Specimen Width (nominal) {D6484 requires 2.7}62Hole Diameter (nominal) {D6484 requires 0.25 inch}:Hole Diameter (measured) {D6484 requires 0.2500.003 inch}BSpecimen Width to Hole Diameter Ratio (nominal) {D6484 requires 6}0PHole Diameter to Specimen Thickness Ratio (nominal) {D6484 recommends 1.5 - 3.0}4related to I12rIs Hole Centered Lengthwise and Widthwise as Required by D6484? {0.005 inch lengthwise and 0.002 inch widthwise}@rIs Hole Centered Lengthwise and Widthwise as Required by D5766? {0.005 inch lengthwise and 0.003 inch widthwise}@DStrain Gage Active Gage Length {strain gages considered nonstandard}%select from pull-down Dbl = 2 edges >AD6484 Procedure Used (A = Gripped Shear Loading, B = End Loading)MExtensometer Gage Length (measured) {test method recommends 0.5 - 2.0 inches}$GExtensometer Gage Length (measured) {D3039 recommends 0.5 - 2.0 inches}$#Extensometer Gage Length (measured)3Grip Type {hydraulic required by D6484 Procedure A} 8Method of Aligning Specimen in Grips or Between PlattensSupport Fixture ManufacturerSupport Fixture Model No.Support Fixture IDKSupport Fixture Bolt Torque (measured) {D6484 requires 60 in.-lbs. nominal}'^Support Fixture Gripping Surface {D6484 requires thermal spray using HVOF / ESD or equivalent}!.Calculated Ultimate Open Hole Tensile Strength$Calculated Tensile Far Field Modulus,Calculated Tensile Far Field Poisson's Ratio`Gap Between Fixture Support Plates and Long Grips (measured) {D6484 requires 0.000 - 0.005 inch}=2Calculated Ultimate Open Hole Compressive Strength(Calculated Far Field Compressive Modulus#Method Used for Modulus Calculation,Initial Strain for Chord Modulus Calculation*Final Strain for Chord Modulus Calculation0Calculated Compressive Far Field Poisson's Ratio,Open Hole< Compression Test Notes or Comments(Open Hole Tensile Test Notes or Comments;Open Hole Tensile Strain at Ultimate Load in Test DirectionDo Loading Plattens Meet Test Method Parallelism Requirement (Procedure B)? {0.001 inch across fixture base required by D6484}MFUniversal Joint Used in Loading Train? {not permitted for Procedure B}'jTest Speed (rate of displacement/strain application) {test method states 0.05 inch per minute as standard}5.IN-PLANE SHEAR TESTING PER ASTM D5379 / D5379M*Method of Machining Notch and Notch RadiusNotch Machining Lubricant TypefThickness Between Notches (measured) {D5379 requires 0.06 - 0.18 inch, 0.120 - 0.160 inch recommended}%*Width (nominal) {D5379 requires 0.75 inch}2Width (measured) {D5379 requires 0.7500.010 inch}4Overall Length (nominal) {D5379 requires 3.0 inches}9Overall Length (measured) {D5379 requires 3.00.1 inches}M8M17sGage Section Width Between Notches (nominal) {D5379 requires 0.450 inch, modification permitted with documentation}-zGage Section Width Between Notches (measured) {D5379 requires 0.4500.010 inch, modification permitted with documentation}.I19UNotch Angle (nominal) {D5379 requires 90, modification permitted with documentation}I18YNotch Angle (nominal) {D5379 requires 900.5, modification permitted with documentation}M16`Notch Tip Radius (nominal) {D5379 requires 0.05 inch, modification permitted with documentation}hNotch Tip Radius (measured) {D5379 requires 0.0500.010 inch, modification permitted with documentation}M15I178Loadcell Accuracy {D5379 requires 1% of indicated load}MType of Displacement Instrumentation {D5379 permits only bonded strain gages}%7Strain Gage Active Gage Length {0.062 inch recommended}+select from pull-down (BTB = back-to-back)>Strain Gage Number and Location9Method of Attaching Upper Half of Fixture to Test Machine?Plane in Which Shear Properties are Being Determined (e.g.: 12)ft.-lbs.TTest Speed {D5379 states 0.01 strain per minute or 0.05 inch per minute as standard}       !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnoqrstuvwxyz{|}~in./min. or minutes-1 [Fixture Grip Screw Torque (nominal for test group) {D5379 recommends less than 10-20 ft-lb}3Shear Strain at Failure"Calculated Ultimate Shear StrengthCalculated Offset StrengthP3!Strain Offset for Offset StrengthPercentP2&Was Test Truncated at 5% Shear Strain?P10Calculated Shear ModulusBMethod Used for Modulus Calculation {D5379 requires chord modulus}#\Initial Strain for Chord Modulus Calculation {D5379 requires 1500 to 2500 shear microstrain},3SHORT BEAM STRENGTH TESTING PER ASTM D2344 / D2344M!Short Beam Test Notes or Comments6Thickness (measured) {D2344 requires 0.08 - 0.25 inch}BOverall Length (nominal) {D2344 recommends 6 x specimen thickness};Width (nominal) {D2344 recommends 2.0 x specimen thickness}Overall Length (measured)8Loadcell Accuracy {D2344 requires 1% of indicated load}nLocation of Specimen Temperature Monitoring Thermocouple {D2344 specifies mid-length on underside of specimen}9DType of Loading Rate Control {D2344 requires crosshead rate control}0Test Speed {D2344 requires 0.05 inch per minute} K13K149Fixture Support Nose Diameter {D2344 requires 0.125 inch}9Fixture Loading Nose Diameter {D2344 requires 0.250 inch}MFixture Support and Loading Nose Hardness {D2344 requires Rockwell C60 - C62)*`Was Tool Side or Bag Side of Specimen Resting on Support Noses? {D2344 states tool side as std.}@OSupport Span to Specimen Thickness Ratio {D2344 requires 4.0 within 0.012 inch})K11XWas Loading Nose Located Equidistant from Support Noses within the Required 0.012 inch?-Criterion for End of Test (failure criterion)P47'Calculated Ultimate Short Beam StrengthjFinal Strain for Chord Modulus Calculation {D5379 requires Initial Strain plus 4000200 shear microstrain}*Was Twisting Strain Measured?P31BPercent Twist {D5379 recommends investigation if twist exceeds 3%}CStrain Used for Twist Calculation {D5379 requires 4000 microstrain}!Failure Mode Description'BEARING TESTING PER ASTM D5961 / D5961M%Fastener and Specimen Cleaning MethodK317Thickness (nominal) {D5961 requires 0.110 - 0.208 inch}%Thickness Near the Hole(s) (measured)+Width (nominal) {D5961 requires 1.5 inches}EType of Displacement Instrumentation {C297 requires crosshead travel}%Type of Displacement Instrumentation {Per D6415 crosshead travel may be used if deformation of test machine and support fixture is less than 2% of crosshead travel}%Test Speed (rate of displacement/strain application) {C297 requires speed to produce failure within 3 - 6 minutes, suggested std. = 0.020 in./min.}5CType of Loading Rate Control {C297 requires crosshead rate control}-Calculated Ultimate Sandwich Tensile Strength Failure Mode'Sandwich Tensile Test Notes or Comments!DEVIATIONS FROM C297 REQUIREMENTS2Width (measured) {D5961 requires 1.500.03 inches}2Hole Diameter (nominal) {D5961 requires 0.25 inch}BHole Diameter (measured) {D5961 requires 0.250 +0.001/-0.000 inch}BSpecimen Width to Hole Diameter Ratio (nominal) {D5961 requires 6}0oHole Diameter to Specimen Thickness Ratio (nominal) {D5961 recommends 1.5 - 3.0, 1.2 - 2.0 considered standard}4YOverall Length (nominal) {D5961 requires 5.5, 7.5, or 8.25 inches depending on procedure}Fastener or Pin TypeK17Fastener or Pin MaterialK18"Fastener or Pin Diameter (nominal)#Fastener or Pin Diameter (measured)K19M26=Specimen Edge (End) Distance to Hole Diameter Ratio (nominal)I23>Specimen Edge (End) Distance to Hole Diameter Ratio (measured)M24I244Hole Pitch Distance to Hole Diameter Ratio (nominal)Fastener or Pin HardnessK20RockwellFastener Countersink AngleK23K24 Grommet TypeK25TEST PANEL (OR SUB-PANEL) DATA9Subpanels must be identified to indicate the parent panel^Panel or Sub-panel Identification Number (used for the consolidated and fully processed panel)6Panel (or sub-panel) ID (must match ID on panel sheet)Cure Cycle ID and Date0Mating Material Identification (for Procedure B)K26K27K28K29'Mating Material Width (for Procedure B)+Mating Material Thickness (for Procedure B)<Mating Material Lay-up (stacking sequence) (for Procedure B)K30DNumber of Fasteners (for Procedure B) {1 or 2 permitted for Proc. B}&4Doubler (Tab) Type {Bonded required for Procedure B}xGap Between Fixture Support Plates and Long Grips (measured) {D5961 requires 0.000 - 0.005 inch for Procedure B fixture}=ZFastener Torque (measured) {D5961 states 20-30 in.-lb. as standard for both Proc. A and B}O8GFastener Countersink Depth {D5961 states 0 - 0.7 x thickness preferred}IGrip Type {D5961 requires hydraulic for Procedure B with support fixture} Test Speed (rate of displacement/strain application) {D5961 requires 0.01 min.-1 for strain control, 0.05 in./min. for constant speed}5NQin./min. / minutes-1 9D5961 Procedure Used (A = Double Shear, B = Single Shear).Was a Support Fixture Used (Procedure B only)?&Test (or Support) Fixture Manufacturer#Test (or Support) Fixture Model No.Test (or Support) Fixture IDvSupport Fixture Gripping Surface {D5961 requires thermal spray using HVOF / ESD or equivalent for Procedure B fixture}!in.-lb.LExtensometer Class {D5961 requires at least Class B-2 per ASTM Practice E83}CType of Displacement Instrumentation {D5961 requires extensometers}%#Extensometer Number and Location(s)AEnvironmental Chamber Temperature Precision {D5961 requires 5F},@Environmental Chamber Humidity Precision {D5961 requires 3% RH})2Loading Direction (relative to laminate direction)'Was Lubricant Used on Fastener Threads?'Fastener Thread Lubricant Type, if Used$Calculated Ultimate Bearing Strength(Method of Linear Fit< for Offset StrengthP4Initial Strain for Offset FitFinal Strain for Offset FitInitial Stress for Offset FitFinal Stress for Offset FitP5P6P7P8P9Initial Peak StrengthBearing Strain at Ultimate LoadCalculated Bearing Modulus_Method Used for Modulus Calculation {D5961 requires at chord method if a modulus is calculated}$HStrain Offset (for offset strength determination) {2% is std. per D5961}16COMPRESSION AFTER IMPACT TESTING PER ASTM D7137/D7137M7Method of Imparting Damage Prior to Compression Testing1Reference to Damage Event Parameter Documentation.Thickness (nominal) {D7137 requires 0.20 inch}6Thickness (measured) {D7137 requires 0.16 - 0.24 inch})Width (nominal) {D7137 requires 4 inches}4Width (measured) {D7137 requires 4.0000.010 inches}*Length (nominal) {D7137 requires 6 inches}5Length (measured) {D7137 requires 6.0000.010 inches}grams>Specimen Weight {required data for full compliance with D7137}@Was Specimen Conditioned Prior to or Subsequent to Damage Event?FType of Displacement Instrumentation {D7137 permits only strain gages}$Strain Gage ManufacturerStrain Gage Model NumberStrain Gage Number and Location {gages not required by D7137, but a total of 4 gages, back-to-back are recommended if gages are used} *select from pull-down BTB = Back-to-Back >gSupport Fixture Base and Side/Slide Plate Bolt Torque (measured) {D7137 recommends 60 in.-lbs. nominal}AfGaps Between Fixture Side/Slide Plates Specimen Edges (measured) {D7137 requires less than 0.002 inch}ADo Loading Plattens Meet Test Method Parallelism Requirement {0.001 inch across fixture to length of 4 inches required by D7137}=?Spherical Seat Used in Loading Train? {not permitted per D7137}&-Method of Checking Specimen Loading Alignment=Was Alignment Loading of 10% Expected Failure Used per D7137?ZTest Speed (rate of displacement application) {0.05 inch per minute is standard per D7137}.in./min. Calculated Ultimate CAI StrengthECompressive Strain at Ultimate Load in Test Direction (avg. of gages)CAI Test Notes or Comments-COMPRESSIVE TESTING PER SRM 1R-94 or SRM 6-94GFastener Countersink Depth {D6742 states 0 - 0.7 x thickness preferred}Washer Type if UsedFastener Torque (measured)*Filled Hole Tensile Test Notes or Comments=Filled Hole Tensile Strain at Ultimate Load in Test Direction0Calculated Ultimate Filled Hole Tensile StrengthKFILLED HOLE COMPRESSIVE TESTING PER ASTM D6484 / D6484M with D6742 / D6742MGFILLED HOLE TENSILE TESTING PER ASTM D5766 / D5766M with D6742 / D6742M[Hole Diameter (nominal) {D6484 requires 0.25 inch, but may vary depending on fastener size}cHole Diameter (measured) {D6484 requires 0.2500.003 inch, but may vary depending on fastener size}?Open Hole Compressive Strain at Ultimate Load in Test DirectionAFilled Hole Compressive Strain at Ultimate Load in Test Direction4Calculated Ultimate Filled Hole Compressive Strength.Filled Hole Compression Test Notes or CommentsThickness (nominal) {SRM 1R-94 requires 0.040 inch for tape and 0.120 inch for fabric; SRM 6-94 requires 0.090 inch for tape and 0.120 inch for fabric}9Width (nominal) {SRM 1R-94 and SRM 6-94 require 0.5 inch}=Length (nominal) {SRM 1R-94 and SRM 6-94 require 3.18 inches}CLength (measured) {SRM 1R-94 and SRM 6-94 require 3.1800.005 inch}BWidth (measured) {SRM 1R-94 and SRM 6-94 require 0.5000.005 inch}_Gage Length (nominal) {SRM 1R-94 and SRM 6-94 require 0.188 inch for tabbed strength specimens}fGage Length (measured) {SRM 1R-94 and SRM 6-94 require 0.1880.005 inch for tabbed strength specimens}uDoubler (Tab) Type {SRM 1R-94 and SRM 6-94 require bonded tabs for strength specimens, no tabs for modulus specimens}HIf Friction Tabs Used, Describe Material {non-standard per test methods})6IMPACT DAMAGE RESISTANCE TESTING PER ASTM D7136/D7136M.Thickness (nominal) {D7136 requires 0.20 inch}6Thickness (measured) {D7136 requires 0.16 - 0.24 inch}}Method of Determining Reported Thickness from Multiple Measurements {D7136 requires average of 4 measurements to be reported}D_Width (nominal) {D7136 states 4 inches as std., but larger panels permitted with documentation}:Width (measured) {D7136 states 4.0000.010 inches as std.}`Length (nominal) {D7136 states 6 inches as std., but larger panels permitted with documentation};Length (measured) {D7136 states 6.0000.010 inches as std.}<Do Specimens Meet Nominal Test Method Standard Requirements?HConditioning Code (from Env. Cond. sheet) (conditioning prior to impact)Impact Device IDImpact Device ManufacturerImpact Device Model No.@Support Fixture Cut-out Length {D7136 requires 5.000.05 inches}?Support Fixture Cut-out Width {D7136 requires 3.000.05 inches}BSupport Fixture Plate Thickness {D7136 requires 0.75 inch minimum} BSupport Fixture Plate Flatness {D7136 requires within 0.005 inch}FType of Impactor Rebound Prevention {D7136 requires no rebound impact}$Impactor Mass (measured) {D7136 requires 12.00.5 lbs. unless drop height required for desired energy is less than 12 inches, in which case the impactor mass may be 4.00.5 lbs.}EHemispherical Impactor Tip Diameter {D7136 requires 0.6250.005 inch}$9Impactor Tip Hardness {D7136 requires Rockwell C60 - C62}Rockwell C Hardness$Test Soak Time Prior to Impact EventvWas Non-ambient Test Temperature Maintained During Impact, or Was Specimen Removed from Chamber Prior to Impact Event?>Maximum Permitted Time Between Removal from Chamber and ImpactsecondsyLocation of Velocity Measuring Device {if used, D7136 requires 0.13 - 0.25 inch vertically above specimen impact surface}&BData Acquisition Sampling Rate {D7136 requires 100,000 Hz minimum}(NDE Technique used Prior to Impact EventI43%NDE Test Technician (prior to impact)>Test Method Call-out, Including Revision Date for Impact EventImpact Test DateImpact Test Technician%NDE Technique used After Impact Event"NDE Test Technician (after impact)NDE Criteria ReferenceI46PWas Tool Side or Bag Side of Specimen Impacted? {D7136 states tool side as std.}0+NDE Test Report for Results Prior to ImpactReference DocumentReference documentI47ft.-lb.in.-lb./in. of thicknessImpact Energy SpecifiedCCalculated Ratio of Specified Energy to Specimen Measured ThicknessDrop Weight Height (measured)YDrop Weight Height Required (calculated from specified energy and measured impactor mass)BCalculated Ratio of Measured Energy to Specimen Measured ThicknessAImpact Energy Measured (from measured impactor velocity and mass)4Maximum Contact Force During Impact Event (measured)HContact Force at First Discontinuity in Force/Time Curve (F1) (measured);<:Maximum Absorbed Energy (absorbed energy at maximum force)JAbsorbed Energy at First Discontinuity in Force/Time Curve (E1) (measured)=>Contact Durationsecond+Tabulated Data Reference for Force vs. Time3Tabulated Data Independent Variable (Force or Time)1Tabulated Data Dependent Variable (Force or Time).Tabulated Data Reference for Velocity vs. Time6Tabulated Data Independent Variable (Velocity or Time)4Tabulated Data Dependent Variable (Velocity or Time)2Tabulated Data Reference for Displacement vs. Time:Tabulated Data Independent Variable (Displacement or Time)8Tabulated Data Dependent Variable (Displacement or Time)5Tabulated Data Reference for Absorbed Energy vs. Time4Tabulated Data Independent Variable (Energy or Time)2Tabulated Data Dependent Variable (Energy or Time)+Graphical Data Reference for Force vs. Time3Graphical Data Independent Variable (Force or Time)1Graphical Data Dependent Variable (Force or Time).Graphical Data Reference for Velocity vs. Time6Graphical Data Independent Variable (Velocity or Time)4Graphical Data Dependent Variable (Velocity or Time)<2Graphical Data Reference for Displacement vs. Time:Graphical Data Independent Variable (Displacement or Time)8Graphical Data Dependent Variable (Displacement or Time)5Graphical Data Reference for Absorbed Energy vs. Time4Graphical Data Independent Variable (Energy or Time)2Graphical Data Dependent Variable (Energy or Time)Dent Depth (measured)(NDE Test Report for Results After Impact Damage Length (from NDE results)Damage Width (from NDE results)*Damage Maximum Diameter (from NDE results)Damage Area (from NDE results)in.2 <Descripton of Visible Front Surface Damage (see test method)P15;Descripton of Visible Back Surface Damage (see test method)Impact Test Notes or Comments7Type of Force Detector (if drop weight is instrumented)+Type of Velocity Measuring Device (if used)]Was Support Fixture Preheated or Precooled Prior to Specimen Insertion for Non-ambient Tests?0Method of Aligning Specimen Center with Impactor.IN-PLANE SHEAR TESTING PER ASTM D3518 / D3518M9Overall Length (nominal) {D3518 recommends 8 - 12 inches}=Doubler (Tab) Type {D3518 does not require or recommend tabs}WLoadcell Accuracy {D3039, which is referenced by D3518, requires 1% of indicated load};Extensometer Gage Length, Longitudinal Direction (measured).SANDWICH TENSILE TESTING PER ASTM C297 / C297M7Nominal Sandwich Core Cell Size (for honeycomb hexcore)DNominal Sandwich Core Cell Count (for honeycomb OX or flexible core)Nominal Sandwich Core Densitylb./ft.3 cells per inchI26!Sandwich Panel Core Material TypeI27Sandwich Panel Core Common NameI28)Sandwich Panel Core Material ManufacturerI29I30'Sandwich Panel Core Material Lot NumberI31I32%Sandwich Bonding Adhesive Common NameI34I36&Sandwich Bonding Adhesive Manufacturer$Sandwich Bonding Adhesive Lot NumberI37-Sandwich Bonding Adhesive Date of ManufactureI38-Method of Obtaining Final Specimen Dimensions!Specimen Machining Lubricant Type$Sandwich Overall Thickness (nominal)%Sandwich Overall Thickness (measured)Sandwich Width (nominal)Sandwich Width (measured)Sandwich Length (nominal)Sandwich Length (measured)Sandwich Diameter (nominal)Sandwich Diameter (measured)BMethod of Determining Reported Diameter from Multiple MeasurementsI13M10@Method of Determining Reported Length from Multiple MeasurementsvDo Length and Width or Diameter Provide the Minimum Area Required by C297 Based on the Cell Size of the Core Material?Loading Block Material)Is the Specimen Shape Circular or Square?*Loading Block Bonding Adhesive Common Name+Loading Block Bonding Adhesive ManufacturerLoading Block Bond Cycle Temperature {C297 recommends room temperature or at least 50F lower than original sandwich bond temp.}%`Loading Block Bond Cycle Pressure {C297 requires no higher than original sandwich bond pressure}"`After Loading Block Bonding, Do Specimens Meet Edge Tolerance Requirements as Specified in C297?9Extensometer Gage Length, Transverse Direction (measured)ZStrain Gage Active Gage Length {D3039, which is referenced by D3518, recommends 0.25 inch}fExtensometer / Strain Gage Number and Location {D3518 requires both longitudinal and transverse gages}/&select from pull-down Dbl = 0 & 90 >_Environmental Chamber Humidity Precision {D3039, which is referenced by D3518, requires 3% RH})`Environmental Chamber Temperature Precision {D3039, which is referenced by D3518, requires 5F},Initial Strain for Chord Modulus Calculation {D3518 recommends 1500 - 2500 shear microstrain, others permitted per section 12.3.1.1 of D3518}-Final Strain for Chord Modulus Calculation {D3518 recommends initial + 4000 shear microstrain, others permitted per section 12.3.1.1 of D3518}+gMethod Used for Modulus Calculation {D3518 specifies chord method, others permitted with documentation}$Progressive Damage Parameter"#% offset strength"P58Shear Strain at Ultimate LoadCalculated Ultimate Shear Strength {D3518 requires stress at ultimate load or stress at 5% shear strain, whichever is the lower}#KStrain Offset (for offset strength determination) {2% recommended by D3518}1#Initial Shear Strain for Offset Fit!Final Shear Strain for Offset Fit#Initial Shear Stress for Offset Fit!Final Shear Stress for Offset Fit%Failure Mode Description and Location%In-plane Shear Test Notes or CommentsBearing Test Notes or CommentsQStrain Gage Active Gage Length {SRM 1R-94 and SRM 6-94 require 0.13 inch or less}*Compressometer or Strain Gage Manufacturer*Compressometer or Strain Gage Model NumberCompressometer Class%Compressometer Gage Length (measured)-Compressometer Calibration Document ReferenceMCompressometer Gage Length (measured) {test method requires 1.0 inch if used}0Compressometer / Strain Gage Number and LocationpCompressometer / Strain Gage Number and Location {D6641 requires at least 5 back-to-back specimens per like set}1NCompressometer Class {D6484 requires at least Class B-1 per ASTM Practice E83}DFixture Bolt Torque {SRM 1R-94 and SRM 6-94 require 6 - 10 in.-lbs.}%Spherical Seat Used in Loading Train?\Test Speed (rate of displacement application) {SRM 1R-94 and SRM 6-94 require 0.05 in./min.}. 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StrainS|} Mid-gage/Single/Face-mountedMid-gage/Dbl/Face-mountedMid-gage/BTB/Face-mountedMid-gage/Single/Edge-mountedMid-gage/BTB/Edge-mountedaJJ liASTM E83 Class AASTM E83 Class B-1ASTM E83 Class B-2ASTM E83 Class CASTM E83 Class DASTM E83 Class EEER ,)Strain Gage(s)Compressometer LVDT DCDTsBBggD  $J[l|l  dMbP?_*+%&?'?(?)?MHP LaserJet 4L4C od,LetterDINU"4= "+,??&U} } =} } }  } } }  !!!!!!!H@!;@!;!;@ !A !A ! !@ !!!  @ @ @            FTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT U9BTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT :8TTTTTTTTTTTTTTTTTTTTTTTTT FTTTT +:YYYYYYYYYYYYYYYYYYYYYYYXA XYYYYY 8TTTTTTTTTTTTTTTTTTTTTTTT X  B XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX | b: XXXXXXXXXXXXXXXXXXXXXXXXXX T f Y1 g b b b b b b b b b b b b b b b b b b b b b b b b b T T N @[ p< pIIIIIIIIIIIIIIIIIIIIIIIIIT T NB @[ppJJJJJJJJJJJJJJJJJJJJJJJJJTT N8B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N2B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT L3B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT N4 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT NM @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N5 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N6B@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTT NbB@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT L @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @c@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTD,lJJJJJ^`v`^lt^^J^~~^^t~t^^J^~~j ! 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StrainS@ Procedure AProcedure BrxxJ $!CTDRTDRTWETDETWFluid ExposedW11Y 30Each SpecimenEach Specimen SetSpot CheckOthere..M '$Mechanical WedgeHydraulicPneumaticdTTD Screw-drivenServohydraulicrCCk =:SmoothFile-cut SerratedCrosshatchedFlame/Plasma SprayedhUU]]8 YesNoNot SuretY +(Minimum MeasurementAvg. of Measurementsv## _ 96Mid-gage/Single/Edge-mountedMid-gage/Dbl/Edge-mountedPP liASTM E83 Class AASTM E83 Class B-1ASTM E83 Class B-2ASTM E83 Class CASTM E83 Class DASTM E83 Class EKKR ,)Strain Gage(s)Compressometer LVDT DCDTsHHggD  (nKH\m~8  dMbP?_*+%&?'?(?)?MHP LaserJet 4L4C od,LetterDINU"4= "",??&U} } <} } }  } } }  !!!!!!!H@!;@!;!;@ !A !A ! !@ !!!  @ @ @            FTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT U9BTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT :8TTTTTTTTTTTTTTTTTTTTTTTTT T +:YYYYYYYYYYYYYYYYYYYYYYYXA XYYYYY 8TTTTTTTTTTTTTTTTTTTTTTTT X  B XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX | b: XXXXXXXXXXXXXXXXXXXXXXXXXX T f Y1 g b b b b b b b b b b b b b b b b b b b b b b b b b T T N @[ p< pIIIIIIIIIIIIIIIIIIIIIIIIIT T NB @[ppJJJJJJJJJJJJJJJJJJJJJJJJJTT N8B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N2B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT L3B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT N4 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT NM @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N5 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT Nz @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT Ny @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N  @[ p <pDDDDDDDDDDDDDDDDDDDDDDDDDTT NbB@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTDBlJJJJJ^`v`^lt^^J^~~^^t~ttt~t^J^ ! 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T N{ @6 [ p< pCCCCCCCCCCCCCCCCCCCCCCCCCT!T !N !@c@![ppDDDDDDDDDDDDDDDDDDDDDDDDDT"T "N "@6"[ "p<"pCCCCCCCCCCCCCCCCCCCCCCCCCT#T #N #@6#[ #p<#pCCCCCCCCCCCCCCCCCCCCCCCCCT$T $N $@c@$[ppDDDDDDDDDDDDDDDDDDDDDDDDDT%T %N %@6%[ %p<%pCCCCCCCCCCCCCCCCCCCCCCCCCT&T &L &@6&[ &v<&vCCCCCCCCCCCCCCCCCCCCCCCCCT'T 'L '@6'[ 'p<'pCCCCCCCCCCCCCCCCCCCCCCCCCT(T (L (@6([ (p<(pCCCCCCCCCCCCCCCCCCCCCCCCCT)T )N )@[ )p<)pCCCCCCCCCCCCCCCCCCCCCCCCCT*T *N *@[ *p<*pCCCCCCCCCCCCCCCCCCCCCCCCCT+T +L +@[ +p<+pCCCCCCCCCCCCCCCCCCCCCCCCCT,T ,L ,@[ ,p<,pCCCCCCCCCCCCCCCCCCCCCCCCCT-T -L -@L@-[ppCCCCCCCCCCCCCCCCCCCCCCCCCT.T .L .@[ .p <.pCCCCCCCCCCCCCCCCCCCCCCCCCT/T /LB/@[ppDDDDDDDDDDDDDDDDDDDDDDDDDT0T 0L! 0@[ 0p"<0pCCCCCCCCCCCCCCCCCCCCCCCCCT1T 1L# 1@61[ 1p%<1pCCCCCCCCCCCCCCCCCCCCCCCCCT2T 2L$ 2@62[ 2p&<2pCCCCCCCCCCCCCCCCCCCCCCCCCT3T 3L- 3@/3[ 3p.<3pCCCCCCCCCCCCCCCCCCCCCCCCCT4T 4L0 4@4[ 4p1<4pDDDDDDDDDDDDDDDDDDDDDDDDDT5T 5L 5@65[ 5p2<5pDDDDDDDDDDDDDDDDDDDDDDDDDT6T 6N 6@L6[ 6p<6pCCCCCCCCCCCCCCCCCCCCCCCCCT7T 7N8 7@c@7[ppCCCCCCCCCCCCCCCCCCCCCCCCCTF8Tn]]]]]]]]]]]]]]]]]]]]]]]]]]]]]T9T 9 B9ccccccccccccccccccccccccT:T :LH :@c@:[ppCCCCCCCCCCCCCCCCCCCCCCCCCT;T ;LB;@[ppCCCCCCCCCCCCCCCCCCCCCCCCCT<T <L <|<[ <p<<pDDDDDDDDDDDDDDDDDDDDDDDDDT=T =N =@=[ =p+<=pDDDDDDDDDDDDDDDDDDDDDDDDDT>T >N >@)>[ >*<>pDDDDDDDDDDDDDDDDDDDDDDDDDT?T ?N ?@?[ ?p+<?pDDDDDDDDDDDDDDDDDDDDDDDDDTD l~j~~j~~~~ttttjt^t~~~~~~jJ^j^~~~@ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ @T @N @@)@[ @*<@pBBBBBBBBBBBBBBBBBBBBBBBBBTAT AN A@A[ Ap+<ApDDDDDDDDDDDDDDDDDDDDDDDDDTBT BN B@)B[ B*<BpDDDDDDDDDDDDDDDDDDDDDDDDDTCT CN C@E@C[ppKKKKKKKKKKKKKKKKKKKKKKKKKTDT DNBD@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTFETn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TFT FBFo{{]]]]]]]]]]]]]]]]]]]]]]]]]TGT GN G?[ G<GpCCCCCCCCCCCCCCCCCCCCCCCCCTHT HN H?[ H<HpCCCCCCCCCCCCCCCCCCCCCCCCCTIT INBI@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTJT JNBJ@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTKT KN K@[ K<KpCCCCCCCCCCCCCCCCCCCCCCCCCTLT LN L@cL[ L<LpCCCCCCCCCCCCCCCCCCCCCCCCCTMT MN M@[ M<MpCCCCCCCCCCCCCCCCCCCCCCCCCTNT NN N@N[ N<NpCCCCCCCCCCCCCCCCCCCCCCCCCTOT ON O@[O[ O<OpCCCCCCCCCCCCCCCCCCCCCCCCCTPT PNY P@ZP[ P<PpCCCCCCCCCCCCCCCCCCCCCCCCCTQT QN] Q@cQ[ Qp<QpDDDDDDDDDDDDDDDDDDDDDDDDDTRT RNK R@[ R<RpDDDDDDDDDDDDDDDDDDDDDDDDDTST SNL S@[ Sp<SpDDDDDDDDDDDDDDDDDDDDDDDDDTTT TLS T@cT[ Tp<TpDDDDDDDDDDDDDDDDDDDDDDDDDTUT ULP U@^U[ Up<UpDDDDDDDDDDDDDDDDDDDDDDDDDTVT VNO V@[ Vp<VpDDDDDDDDDDDDDDDDDDDDDDDDDTWT WN W@6W[ Wp<WpDDDDDDDDDDDDDDDDDDDDDDDDDTXT XN` X@a@X[ppDDDDDDDDDDDDDDDDDDDDDDDDDTYT YLQ Y|Y[ Yp<Yp~~~~~~~~~~~~~~~~~~~~~~~~~TZT ZL Z@[ Z<ZpDDDDDDDDDDDDDDDDDDDDDDDDDT[T [L [@[ [<[pDDDDDDDDDDDDDDDDDDDDDDDDDT\T \L \@[ \<\pDDDDDDDDDDDDDDDDDDDDDDDDDT]T ]N ]@c][ ]p<]pDDDDDDDDDDDDDDDDDDDDDDDDDT^T ^NJ ^@c^[ ^p<^pDDDDDDDDDDDDDDDDDDDDDDDDDT_T _N _@6_[ _p<_pDDDDDDDDDDDDDDDDDDDDDDDDDTDl~~~j^J^tt^^t~t~~~~tt~~t~j~ttt~~` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~  `T `N `@`[ `p<`p^^^^^^^^^^^^^^^^^^^^^^^^^TaT aNq a@a[ ap<apDDDDDDDDDDDDDDDDDDDDDDDDDTbT bNr b@Gb[ bp<bpDDDDDDDDDDDDDDDDDDDDDDDDDTcT cL c@[ c<cpCCCCCCCCCCCCCCCCCCCCCCCCCTdT dL d@[ d<dpCCCCCCCCCCCCCCCCCCCCCCCCCTeT eL e@[ e<epCCCCCCCCCCCCCCCCCCCCCCCCCTfT fL f@cf[ fp<fpCCCCCCCCCCCCCCCCCCCCCCCCCTgT gL g@=g[ gp><gpCCCCCCCCCCCCCCCCCCCCCCCCCThT hL h@6@h[ppCCCCCCCCCCCCCCCCCCCCCCCCCTiT iL i@L@i[ppCCCCCCCCCCCCCCCCCCCCCCCCCTjT jN j@L@j[ppCCCCCCCCCCCCCCCCCCCCCCCCCTkT kN7Bk@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTlT lNI l@c@l[ppCCCCCCCCCCCCCCCCCCCCCCCCCTmT mNBm@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTnT nL n@Rn[ npG<npCCCCCCCCCCCCCCCCCCCCCCCCCToT oLY o@L@o[ppCCCCCCCCCCCCCCCCCCCCCCCCCTpT pLZBp@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTqT qN q?Fq[ qp<qpCCCCCCCCCCCCCCCCCCCCCCCCCTrT rN r?r[ rp<rpCCCCCCCCCCCCCCCCCCCCCCCCCTsT sN s?Fs[ sp<spCCCCCCCCCCCCCCCCCCCCCCCCCTtT tN t?t[ tp<tpCCCCCCCCCCCCCCCCCCCCCCCCCTuT uN u?u[ up<up^^^^^^^^^^^^^^^^^^^^^^^^^TvT vN v?v[ vp<vp^^^^^^^^^^^^^^^^^^^^^^^^^TwT wN w@Hw[ wp<wpDDDDDDDDDDDDDDDDDDDDDDDDDTxT xNf x@c@x[ppDDDDDDDDDDDDDDDDDDDDDDDDDTyT yNgBy@[ppKKKKKKKKKKKKKKKKKKKKKKKKKTzT zO z?d@z[ppKKKKKKKKKKKKKKKKKKKKKKKKKT{T {O {?e@{[ppKKKKKKKKKKKKKKKKKKKKKKKKKT|T |OjB|?[ppKKKKKKKKKKKKKKKKKKKKKKKKKT}T }N }@}[ }p<}pCCCCCCCCCCCCCCCCCCCCCCCCCT~T ~N ~@~[ ~p<~pKKKKKKKKKKKKKKKKKKKKKKKKKTT Nk @c[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTDl~~~ttt~~jjj^j^~j^~~~~~~~j^jj^~~                                T L |[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT L @c[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT L @[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @[ p}<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @c[ p}<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @E[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @l[ p~<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @l[ p~<pCCCCCCCCCCCCCCCCCCCCCCCCCTT NX ?m[ p~<pDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT Bo{{]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N ?W[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N ?X[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT  @c[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT  @c[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT L @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT L @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @c[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @c[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @c[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @c[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pTT N @c[ p <pTT N @c[ p!<pTT N  @L[ p <pCCCCCCCCCCCCCCCCCCCCCCCCCTT N  @[ p <pDDDDDDDDDDDDDDDDDDDDDDDDDTDl~~~~~~~~~J^~~~~~~~~t~~~~~~~~~~~                      T N @[ p <pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @@[ppTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT Bo{{]]]]]]]]]]]]]]]]]]]]]]]]]TT N @@[ppPPPPPPPPPPPPPPPPPPPPPPPPPTT N @l@[ppPPPPPPPPPPPPPPPPPPPPPPPPPTT N @E@[ppJJJJJJJJJJJJJJJJJJJJJJJJJTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT pB]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT NtB@[ppTT NuB@[ppTT NvB@[ppTT NwB@[ppTT NxB@[ppTT NyB@[ppTT NzB@[ppTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT ;Bo{{]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p"<pRRRRRRRRRRRRRRRRRRRRRRRRRTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT0 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VD <:)) @i k-]6 V:I < " <~~ WD <;)) @ -]6 W; J < " <~~ XD <(;)) @ -]6 X(;J < " <~~ YD <P;)) @ -]6 YP;J < " <~~ ZD <;)) @ -]6 Z;@K < " <~~ [D <;)) @ -]6 [;K < " <~~ \D <;)) @ -]6 \;L < " <~~ ]D <<)) @ -]6 ]<`L < " <~~ ^D <(<)) @ -]6 ^(<L < " <~~ `D <P<)) @5i 6-]6 `P< M < " <~~ aD <<)) @. 0-]6 a<M < " <~~ bD <<)) @0 2-]6 b<M < " <~~ cD <<)) @2 4-]6 c<@N < " <~~ dD <=)) @3 5&]6 d=N < " <~~ eD <(=)) @-i .-]6 e(=O < " <~~ fD <P=)) @- /-]6 fP=`O < " <~~ gD <=)) @/ 1-]6 g=P < " <~~ hD <=)) @o q-]6 h=`P < " <~~ iD <=)) @n p-]6 i=P < " >@  j 99 FF  7g  YesNoNij--66oo/  0900}}s MJEach Test SeriesDailyWeeklyMonthlyQuarterlySemi-AnnuallyYearlyOtherQllL &#Air Circ. OvenInduct. HeaterOthercxxU '$Initial TangentTangentSecantChordgv PMStrain RateStress RateCrosshead RateTransducer Displacement RateLoad Rater7 AnalogDigitali` 2/GraphicalLinear RegressionNon-linear Regress.o [XLoadStressDisplacementLong. StrainTrans. StrainShear StrainOuter Fib. Bend. StrainS@ Procedure AProcedure BrJ $!CTDRTDRTWETDETWFluid ExposedW::Y 30Each SpecimenEach Specimen SetSpot CheckOthere77M '$Mechanical WedgeHydraulicPneumaticd]]D Screw-drivenServohydraulicrLLk =:SmoothFile-cut SerratedCrosshatchedFlame/Plasma Sprayedh^^ff8 YesNoNot SuretY +(Minimum MeasurementAvg. of Measurementsv$$!!_ 96Mid-gage/Single/Edge-mountedMid-gage/Dbl/Edge-mountedYY liASTM E83 Class AASTM E83 Class B-1ASTM E83 Class B-2ASTM E83 Class CASTM E83 Class DASTM E83 Class ETTR ,)Strain Gage(s)Compressometer LVDT DCDTsQQggD  $s-o>Oa k  dMbP?_*+%&?'?(?)?MHP LaserJet 4L4C od,LetterDINU"4= "),??&U} } <} } }  } } }  !!!!!!!H@!;@!;!;@ !A !A ! !@ !!!  @ @ @            FTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT U9BTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT :8TTTTTTTTTTTTTTTTTTTTTTTTT TTT +:YYYYYYYYYYYYYYYYYYYYYYYXA XYYYYY 8TTTTTTTTTTTTTTTTTTTTTTTT X  B XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX | b: XXXXXXXXXXXXXXXXXXXXXXXXXX T f Y1 g b b b b b b b b b b b b b b b b b b b b b b b b b T T N @[ p< pIIIIIIIIIIIIIIIIIIIIIIIIIT T NB @[ppJJJJJJJJJJJJJJJJJJJJJJJJJTT N8B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N2B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT L3B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT N4 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT NM @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N5 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT NbB@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT L @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @c@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTD8lJJJJJ^`v`^lt^^J^~~^^t~ttt^J^~~ ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ?  T N @6 [ p< pCCCCCCCCCCCCCCCCCCCCCCCCCT!T !N !@6![ !p<!pCCCCCCCCCCCCCCCCCCCCCCCCCT"T "N "@c@"[ppDDDDDDDDDDDDDDDDDDDDDDDDDT#T #L #@6#[ #p<#pCCCCCCCCCCCCCCCCCCCCCCCCCT$T $L $@6$[ $p<$p^^^^^^^^^^^^^^^^^^^^^^^^^T%T %N %@6%[ %p<%pCCCCCCCCCCCCCCCCCCCCCCCCCT&T &N &@6&[ &v<&vCCCCCCCCCCCCCCCCCCCCCCCCCT'T 'L '@'[ 'p<'pCCCCCCCCCCCCCCCCCCCCCCCCCT(T (L (@([ (p<(p^^^^^^^^^^^^^^^^^^^^^^^^^T)T )L )@6)[ )p<)pCCCCCCCCCCCCCCCCCCCCCCCCCT*T *L *@6*[ *p<*p^^^^^^^^^^^^^^^^^^^^^^^^^T+T +N +@L+[ +p<+pCCCCCCCCCCCCCCCCCCCCCCCCCT,T ,N8 ,@c@,[ppCCCCCCCCCCCCCCCCCCCCCCCCCTF-Tn]]]]]]]]]]]]]]]]]]]]]]]]]]]]]T.T . B.ccccccccccccccccccccccccT/T /LH /@c@/[ppCCCCCCCCCCCCCCCCCCCCCCCCCT0T 0LB0@[ppCCCCCCCCCCCCCCCCCCCCCCCCCT1T 1L 1|1[ 1p<1pDDDDDDDDDDDDDDDDDDDDDDDDDT2T 2N 2@2[ 2p+<2pDDDDDDDDDDDDDDDDDDDDDDDDDT3T 3N 3@)3[ 3*<3pDDDDDDDDDDDDDDDDDDDDDDDDDT4T 4N 4@4[ 4p+<4pDDDDDDDDDDDDDDDDDDDDDDDDDT5T 5N 5@)5[ 5*<5pBBBBBBBBBBBBBBBBBBBBBBBBBT6T 6N 6@6[ 6p+<6pDDDDDDDDDDDDDDDDDDDDDDDDDT7T 7N 7@)7[ 7*<7pDDDDDDDDDDDDDDDDDDDDDDDDDT8T 8N 8@E@8[ppKKKKKKKKKKKKKKKKKKKKKKKKKT9T 9NB9@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTF:Tn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]T;T ;B;o{{]]]]]]]]]]]]]]]]]]]]]]]]]T<T <N <?[ <<<pCCCCCCCCCCCCCCCCCCCCCCCCCT=T =N =?[ =<=pCCCCCCCCCCCCCCCCCCCCCCCCCT>T >NB>@[ppDDDDDDDDDDDDDDDDDDDDDDDDDT?T ?NB?@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTDl~~j~~~~~~~~~jJ^j^~~~~~~~j^J^tt^@ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ @T @N @@[ @<@pCCCCCCCCCCCCCCCCCCCCCCCCCTAT AN A@cA[ A<ApCCCCCCCCCCCCCCCCCCCCCCCCCTBT BN B@[ B<BpCCCCCCCCCCCCCCCCCCCCCCCCCTCT CN C@C[ C<CpCCCCCCCCCCCCCCCCCCCCCCCCCTDT DN D@[D[ D<DpCCCCCCCCCCCCCCCCCCCCCCCCCTET ENY E@ZE[ E<EpCCCCCCCCCCCCCCCCCCCCCCCCCTFT FL F@cF[ Fp<FpDDDDDDDDDDDDDDDDDDDDDDDDDTGT GN G@[ G<GpDDDDDDDDDDDDDDDDDDDDDDDDDTHT HN H@[ Hp<HpDDDDDDDDDDDDDDDDDDDDDDDDDTIT IN I@[ Ip<IpDDDDDDDDDDDDDDDDDDDDDDDDDTJT JN J@6J[ Jp<JpDDDDDDDDDDDDDDDDDDDDDDDDDTKT KN` K@a@K[ppDDDDDDDDDDDDDDDDDDDDDDDDDTLT LL L|L[ Lp<Lp~~~~~~~~~~~~~~~~~~~~~~~~~TMT ML8 M@[ M<MpCCCCCCCCCCCCCCCCCCCCCCCCCTNT NL9 N@[ N<NpCCCCCCCCCCCCCCCCCCCCCCCCCTOT OL: O@[ O<OpCCCCCCCCCCCCCCCCCCCCCCCCCTPT PN7BP@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTQT QNI Q@c@Q[ppCCCCCCCCCCCCCCCCCCCCCCCCCTRT RNBR@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTST SN S?FS[ Sp<SpCCCCCCCCCCCCCCCCCCCCCCCCCTTT TN T?T[ Tp<TpCCCCCCCCCCCCCCCCCCCCCCCCCTUT UN U?FU[ Up<UpCCCCCCCCCCCCCCCCCCCCCCCCCTVT VN V?V[ Vp<VpCCCCCCCCCCCCCCCCCCCCCCCCCTWT WN W?W[ Wp<Wp^^^^^^^^^^^^^^^^^^^^^^^^^TXT XN X?X[ Xp<Xp^^^^^^^^^^^^^^^^^^^^^^^^^TYT YN Y@HY[ Yp<YpDDDDDDDDDDDDDDDDDDDDDDDDDTZT ZNf Z@c@Z[ppDDDDDDDDDDDDDDDDDDDDDDDDDT[T [NgB[@[ppKKKKKKKKKKKKKKKKKKKKKKKKKT\T \OC \?d@\[ppKKKKKKKKKKKKKKKKKKKKKKKKKT]T ]OD ]?e@][ppKKKKKKKKKKKKKKKKKKKKKKKKKT^T ^OjB^?[ppKKKKKKKKKKKKKKKKKKKKKKKKKT_T _N _@c_[ _p<_pCCCCCCCCCCCCCCCCCCCCCCCCCTD lt~t~~~~ttt~j~ttt^j^~~~~~~~j^jj^` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~  `T `L `@`[ `p><`pJJJJJJJJJJJJJJJJJJJJJJJJJTaT aNk a@ca[ ap<apCCCCCCCCCCCCCCCCCCCCCCCCCTbT bL b|b[ bp<bpJJJJJJJJJJJJJJJJJJJJJJJJJTcT cL c@cc[ cp<cpJJJJJJJJJJJJJJJJJJJJJJJJJTdT dL d@d[ dp<dpJJJJJJJJJJJJJJJJJJJJJJJJJTeT eN e@e[ ep}<epJJJJJJJJJJJJJJJJJJJJJJJJJTfT fN f@Ef[ fp<fpJJJJJJJJJJJJJJJJJJJJJJJJJTgT gN g@lg[ gp~<gpCCCCCCCCCCCCCCCCCCCCCCCCCThT hN h@lh[ hp~<hpCCCCCCCCCCCCCCCCCCCCCCCCCTiT iNX i?mi[ ip~<ipDDDDDDDDDDDDDDDDDDDDDDDDDTFjTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TkT kBko{{]]]]]]]]]]]]]]]]]]]]]]]]]TlT lN l@l[ lp<lpCCCCCCCCCCCCCCCCCCCCCCCCCTmT mN m@m[ mp<mpDDDDDDDDDDDDDDDDDDDDDDDDDTnT nN n?Wn[ np<npDDDDDDDDDDDDDDDDDDDDDDDDDToT oN o?Wo[ op<opDDDDDDDDDDDDDDDDDDDDDDDDDTpT pN p?p[ pp<ppDDDDDDDDDDDDDDDDDDDDDDDDDTqT qN q@Lq[ qp<qpCCCCCCCCCCCCCCCCCCCCCCCCCTrT rN r?Xr[ rp<rpDDDDDDDDDDDDDDDDDDDDDDDDDTsT s s@cs[ sp<spDDDDDDDDDDDDDDDDDDDDDDDDDTtT t t@ct[ tp<tpDDDDDDDDDDDDDDDDDDDDDDDDDTuT uL u?u[ up<upDDDDDDDDDDDDDDDDDDDDDDDDDTvT vL v?v[ vp<vpDDDDDDDDDDDDDDDDDDDDDDDDDTwT wN w@w[ wp<wpDDDDDDDDDDDDDDDDDDDDDDDDDTxT xN x@cx[ xp<xpDDDDDDDDDDDDDDDDDDDDDDDDDTyT yN y@cy[ yp<ypDDDDDDDDDDDDDDDDDDDDDDDDDTzT zN z@z[ zp<zpT{T {N {@c{[ {p <{pT|T |N |@c|[ |p!<|pT}T }N }@L@}[ppCCCCCCCCCCCCCCCCCCCCCCCCCT~T ~N  ~@@~[ppDDDDDDDDDDDDDDDDDDDDDDDDDTT N @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTDl~~~~~~~~~~J^~~~~~~~~~~~~~~~~~jj                    T N  @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @@[ppTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT Bo{{]]]]]]]]]]]]]]]]]]]]]]]]]TT N @@[ppPPPPPPPPPPPPPPPPPPPPPPPPPTT N @l@[ppPPPPPPPPPPPPPPPPPPPPPPPPPTT N @E@[ppJJJJJJJJJJJJJJJJJJJJJJJJJTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT oB]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT NtB@[ppTT NuB@[ppTT NvB@[ppTT NwB@[ppTT NxB@[ppTT NyB@[ppTT NzB@[ppTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT ;Bo{{]]]]]]]]]]]]]]]]]]]]]]]]]TT NH @[ p"<pRRRRRRRRRRRRRRRRRRRRRRRRRTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT,|tjJ^jjjJ^^^^^^^^J^t1L(0( (R (N ( d(CP?Text Box 1"ÚPK!Zf[Content_Types].xmlMO &2WR=cJ`F0iK`#̼vLw 9uSq:w`G ^i ½KI)c/ $oVjTMRc|}042ҥCƔM̏P~*ka/8^DkHbL8e i"K\XN\6rco4y@_;oPK!1_a _rels/.relsj0 ѽqCNo^K [ILcX&m߾0XFo;>0xM e`|X}đ I`߽N4aG2$RKIZ)4(M9`ctB{m:f@`3n|O,ܗr޾jxR0T ,0@}WBLǬ5vPK!"drs/shapexml.xmlUn0 }NE֮À-[Nʒ')nC&DR!E]^6yeM3iJ[)٘3F|/=*>~Un*L *vr%m+ hk`떽ʉ-8ot$=:)*2D /wkBDQlWEpI`PEǣ$9*QFzg$qy1Y`ߣ Fpu3|Q:s΂ cXpytLU^QOp};O1X/1-_|ǡxP0K9sPR r$L?{D~`` ծvͩ0;[ R!@M4IbJ0M %1\Lڵ·/Ҟ;YSl|"p*O-eͩn6瓬<7*HǴjr>NK6t\Ct̀ǎN$y ԥV-g['ڜk$g Ҭ6p|1Ⰸ-灳urQOC2>^SSSPB^אK9OJA$6@LnΥ9{ü)sn ifKO 1ժ-ڱ@Ln_fZeXط%x9%tlҿ%,\"Gڡhxғ4F'? "oPK!K#drs/downrev.xmlTn0 '"OH_# 6`4 AڄVkb(o? w9c&^9_"`fv#{4惴*Ga2aV4lX?C}V(#} RM32t;y sSv ܪBeXg;gT_Y.BLJz,:\rz6GV熓gNyv7?PFJLUSڬ@׼C<˰ІF/*H=+r$QAނ={w_@r?PK-!Zf[Content_Types].xmlPK-!1_a /_rels/.relsPK-!"*drs/shapexml.xmlPK-!K#?drs/downrev.xmlPK  7]`(C t <}<' ( TA??Picture 22 -]&`s2 ( VG0HlJ?AutoShape 23  ]`@u (  Z0e0e@AB`TC`TDE<F Q&RUVWXlJ5%?`T;;` 0` ` ~/`TJ`TJ~/J6)#$0$;$;~/ @  `[[?nZZ0` 3G$AutoShape 24#" 0e  K] `t~~ ( <?)) @  -]6 ?R  " ~~ ( <?)) @; =-]6 ?S  " ~~ ( <?)) @< >-]6 ?`S  " ~~ ( <)) @? A-]6 S  " ~~ ( <()) @@ B-]6 ( T  " ~~  ( <P)) @B D-]6 PT  " ~~  ( <)) @C E-]6 T  " ~~  ( <)) @`i a-]6 @U  " ~~ ( <Р)) @i -]6 РU  " ~~ ( <)) @! #]6 V  " ~~ ( <()) @* ,-]6 (`V  " ~~ ( <P)) @ -]6 PV  " ~~ ( <)) @ -]6  W  " ~~ ( <)) @F H-]6 X  " ~~ ( <С)) @D F]6 СY  " ~~ ( <)) @Fi G-]6 `Y  " ~~ ( <()) @I K-]6 (Y  " ~~ ( <P)) @H J-]6 P Z  " ~~ ( <)) @J L]6 Z  " ~~  ( <)) @Y [-]6 Z  " ~~ !( <Т)) @Z \-]6 !Т@[  " ~~ "( <)) @[ ]-]6 "[  " ~~ #( <()) @\ ^-]6 #(\  " ~~ $( <P)) @s u]6 $P`\  " ~~ %( <)) @vi w-]6 %\  " ~~ &( <)) @] _-]6 & ]  " ~~ '( <У)) @bi c-]6 'У]  " ~~ (( <)) @X Z-]6 (]  " ~~ /( <()) @Q S-]6 /(@^  " ~~ 3( <P)) @ -]6 3P^  " ~~ 4( <)) @ -]6 4_  " ~~ 5( <)) @ -]6 5`_  " ~~ 6( <Ф)) @ -]6 6Ф  " ~~ 7( <)) @ -]6 7`  " ~~ 8( <()) @ -]6 8(  " ~~ 9( <P)) @ -]6 9P   " ~~ <( <)) @< >-]6 <  " ~~ =( <)) @ -]6 =  " <~~ >( <Х)) @ ]6 >Х@ < " <~~ ?( <)) @ -]6 ? < " <~~ @( <()) @ ]6 @( < " <~~ A( <P)) @A C-]6 AP` < " <~~ H( <)) @G I-]6 H < " <~~ I( <)) @+ --]6 I  < " <~~ J( <Ц)) @ !-]6 JЦ < " <~~ K( <)) @# $]6 K < " <~~ L( <()) @b d-]6 L(@ < " <~~ M( <P)) @c e-]6 MP < " <~~ N( <)) @r t-]6 N < " <~~ O( <)) @ui v]6 O` < " <~~ R( <Ч)) @x z-]6 RЧ < " <~~ S( <)) @w y-]6 S  < " <~~ T( <()) @ -]6 T( < " <~~ U( <P)) @{ }-]6 UP < " <~~ V( <)) @z |-]6 V@ < " <~~ k( <)) @ -]6 k < " <~~ l( <Ш)) @'i (]6 lШ < " <~~ n( <)) @)i *]6 n` < " <~~ q( <()) @d f-]6 q( < " <~~ s( <P)) @M O-]6 sP  < " <~~ t( <)) @N P-]6 t < " <~~ u( <)) @L N-]6 u < " <~~ x( <Щ)) @ -]6 xЩ@ < " <~~ y( <)) @ -]6 y < " <~~ z( <()) @ -]6 z( < " <~~ {( <P)) @ -]6 {P` < " <~~ ~( <)) @$ &-]6 ~ < " <~~ ( <)) @^ `]6   < " <~~ ( <Ъ)) @` b]6 Ъ < " <~~ ( <)) @O Q-]6  < " <~~ ( <()) @P R-]6 (@ < " >@  j .. ;;kk  7O  YesNoN}}qq++s MJEach Test SeriesDailyWeeklyMonthlyQuarterlySemi-AnnuallyYearlyOtherQQQL &#Air Circ. OvenInduct. HeaterOthercZZM '$Initial TangentTangentSecantChordgssv PMStrain RateStress RateCrosshead RateTransducer Displacement RateLoad Rateraa7 AnalogDigitaliccX 2/GraphicalLinear RegressionNon-linear Regress.ott [XLoadStressDisplacementLong. StrainTrans. StrainShear StrainOuter Fib. Bend. 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StrainShear Strain&ggD   }k | %  dMbP?_*+%&?'?(?)?MHP LaserJet 4L4C od,LetterDINU"4= "6,??&U} } <} } }  } } }  }!!!!!!!H@!;@!;!;@ !A !A ! !@ !!!  @ @ @            FTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT U9BTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT :8TTTTTTTTTTTTTTTTTTTTTTTTT TTT +:YYYYYYYYYYYYYYYYYYYYYYYXA XYYYYY 8TTTTTTTTTTTTTTTTTTTTTTTT X  B XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX | b: XXXXXXXXXXXXXXXXXXXXXXXXXX T f Y1 g b b b b b b b b b b b b b b b b b b b b b b b b b T T N @[ p< pIIIIIIIIIIIIIIIIIIIIIIIIIT T NB @[ppJJJJJJJJJJJJJJJJJJJJJJJJJTT N8B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N2B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT L3B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT N4 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT NM @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N5 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT L @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @c@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @c@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTDXlJJJJJ^`v`^lt^^J^~~^^t~tJ^~~j~~ ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ?  T N @6 [ p< pCCCCCCCCCCCCCCCCCCCCCCCCCT!T !N !@6![ !v<!vCCCCCCCCCCCCCCCCCCCCCCCCCT"T "N "@L"[ "p<"pCCCCCCCCCCCCCCCCCCCCCCCCCT#T #N8 #@c@#[ppCCCCCCCCCCCCCCCCCCCCCCCCCTF$Tn]]]]]]]]]]]]]]]]]]]]]]]]]]]]]T%T % B%ccccccccccccccccccccccccT&T &LH &@c@&[ppCCCCCCCCCCCCCCCCCCCCCCCCCT'T 'LB'@[ppCCCCCCCCCCCCCCCCCCCCCCCCCT(T (L (|([ (p<(pDDDDDDDDDDDDDDDDDDDDDDDDDT)T )N )@)[ )p+<)pDDDDDDDDDDDDDDDDDDDDDDDDDT*T *N *@)*[ **<*pDDDDDDDDDDDDDDDDDDDDDDDDDT+T +N +@+[ +p+<+pDDDDDDDDDDDDDDDDDDDDDDDDDT,T ,N ,@),[ ,*<,pBBBBBBBBBBBBBBBBBBBBBBBBBT-T -N -@-[ -p+<-pDDDDDDDDDDDDDDDDDDDDDDDDDT.T .N .@).[ .*<.pDDDDDDDDDDDDDDDDDDDDDDDDDT/T /N /@E@/[ppKKKKKKKKKKKKKKKKKKKKKKKKKT0T 0NB0@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTF1Tn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]T2T 2B2o{{]]]]]]]]]]]]]]]]]]]]]]]]]T3T 3N 3?[ 3<3pCCCCCCCCCCCCCCCCCCCCCCCCCT4T 4N 4?[ 4<4pCCCCCCCCCCCCCCCCCCCCCCCCCT5T 5NB5@[ppDDDDDDDDDDDDDDDDDDDDDDDDDT6T 6NB6@[ppCCCCCCCCCCCCCCCCCCCCCCCCCT7T 7N 7@[ 7<7pCCCCCCCCCCCCCCCCCCCCCCCCCT8T 8N 8@c8[ 8<8pCCCCCCCCCCCCCCCCCCCCCCCCCT9T 9N 9@[ 9<9pCCCCCCCCCCCCCCCCCCCCCCCCCT:T :N :@:[ :<:pCCCCCCCCCCCCCCCCCCCCCCCCCT;T ;N ;@[;[ ;<;pCCCCCCCCCCCCCCCCCCCCCCCCCT<T <NY <@Z<[ <<<pCCCCCCCCCCCCCCCCCCCCCCCCCT=T =L8 =@[ =<=pCCCCCCCCCCCCCCCCCCCCCCCCCT>T >L9 >@[ ><>pCCCCCCCCCCCCCCCCCCCCCCCCCT?T ?L: ?@[ ?<?pCCCCCCCCCCCCCCCCCCCCCCCCCTDl~~~jJ^j^~~~~~~~j^J^tt^^t~t~~~tt@ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ @T @N7B@@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTAT ANI A@c@A[ppCCCCCCCCCCCCCCCCCCCCCCCCCTBT BNWBB@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTCT CN C?FC[ Cp<CpCCCCCCCCCCCCCCCCCCCCCCCCCTDT DN D?D[ Dp<DpCCCCCCCCCCCCCCCCCCCCCCCCCTET EN E?FE[ Ep<EpCCCCCCCCCCCCCCCCCCCCCCCCCTFT FN F?F[ Fp<FpCCCCCCCCCCCCCCCCCCCCCCCCCTGT GN G?G[ Gp<Gp^^^^^^^^^^^^^^^^^^^^^^^^^THT HN H?H[ Hp<Hp^^^^^^^^^^^^^^^^^^^^^^^^^TIT IN I@HI[ Ip<IpDDDDDDDDDDDDDDDDDDDDDDDDDTJT JNf J@c@J[ppDDDDDDDDDDDDDDDDDDDDDDDDDTKT KNgBK@[ppKKKKKKKKKKKKKKKKKKKKKKKKKTLT LOC L?d@L[ppKKKKKKKKKKKKKKKKKKKKKKKKKTMT MOD M?e@M[ppKKKKKKKKKKKKKKKKKKKKKKKKKTNT NBN?[ppKKKKKKKKKKKKKKKKKKKKKKKKKTOT ON O@6O[ Op<OpCCCCCCCCCCCCCCCCCCCCCCCCCTPT PN P@6P[ Pp<PpJJJJJJJJJJJJJJJJJJJJJJJJJTQT QL Q@L@Q[ppCCCCCCCCCCCCCCCCCCCCCCCCCTRT RL R@@R[ppTST SL S@[ Sp<SpJJJJJJJJJJJJJJJJJJJJJJJJJTTT TN T@cT[ Tp<TpCCCCCCCCCCCCCCCCCCCCCCCCCTUT UL U|U[ Up<UpJJJJJJJJJJJJJJJJJJJJJJJJJTVT VL V@c@V[ppCCCCCCCCCCCCCCCCCCCCCCCCCTWT WL W@cW[ Wp<WpJJJJJJJJJJJJJJJJJJJJJJJJJTXT XL X@X[ Xp<XpJJJJJJJJJJJJJJJJJJJJJJJJJTYT YN Y@Y[ Yp}<YpJJJJJJJJJJJJJJJJJJJJJJJJJTZT ZN Z@EZ[ Zp<ZpJJJJJJJJJJJJJJJJJJJJJJJJJT[T [N [@l[[ [p~<[pCCCCCCCCCCCCCCCCCCCCCCCCCT\T \N \@l\[ \p~<\pCCCCCCCCCCCCCCCCCCCCCCCCCT]T ]NX ]?m][ ]p~<]pDDDDDDDDDDDDDDDDDDDDDDDDDTF^Tn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]T_T _B_o{{]]]]]]]]]]]]]]]]]]]]]]]]]TDl^j^~~~~~~~j^jj^~~jjt~~j~~~~~~~J` a b c d e f g h i j k l m n o p q r s t u v w x y z { | `T `N `@`[ `p<`pCCCCCCCCCCCCCCCCCCCCCCCCCTaT aN a@ca[ ap<apCCCCCCCCCCCCCCCCCCCCCCCCCTbT bN b?Wb[ bp<bpDDDDDDDDDDDDDDDDDDDDDDDDDTcT cN c@c[ cp<cpDDDDDDDDDDDDDDDDDDDDDDDDDTdT dN d@cd[ dp<dpDDDDDDDDDDDDDDDDDDDDDDDDDTeT eN e@ce[ ep<epDDDDDDDDDDDDDDDDDDDDDDDDDTfT fN f@f[ fp<fpTgT gN g@cg[ gp <gpThT hN h@ch[ hp!<hpTiT iN  i@ci[ ip<ipCCCCCCCCCCCCCCCCCCCCCCCCCTjT jN j@@j[ppTFkTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TlT lBlo{{]]]]]]]]]]]]]]]]]]]]]]]]]TmT mN m@@m[ppPPPPPPPPPPPPPPPPPPPPPPPPPTnT nN n@l@n[ppPPPPPPPPPPPPPPPPPPPPPPPPPToT oN o@E@o[ppJJJJJJJJJJJJJJJJJJJJJJJJJTFpTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TqT qmBq]ss]]]]]]]]]]]]]]]]]]]]]]]]]TrT rNtBr@[ppTsT sNuBs@[ppTtT tNvBt@[ppTuT uNwBu@[ppTvT vNxBv@[ppTwT wNyBw@[ppTxT xNzBx@[ppTFyTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TzT z;Bzo{{]]]]]]]]]]]]]]]]]]]]]]]]]T{T {N {@[ {p"<{pRRRRRRRRRRRRRRRRRRRRRRRRRTF|TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT> 0~~~~~~~~~~jJ^jjjJ^^^^^^^^J^t*@\H*(  HO YH dDwP?Text Box 1"ÛPK!Zf[Content_Types].xmlMO &2WR=cJ`F0iK`#̼vLw 9uSq:w`G ^i ½KI)c/ $oVjTMRc|}042ҥCƔM̏P~*ka/8^DkHbL8e i"K\XN\6rco4y@_;oPK!1_a _rels/.relsj0 ѽqCNo^K [ILcX&m߾0XFo;>0xM e`|X}đ I`߽N4aG2$RKIZ)4(M9`ctB{m:f@`3n|O,ܗr޾jxR0T ,0@}WBLǬ5vPK!B]]"drs/shapexml.xmlUn0 }ƉE֮À-[Nʒ')nC&DR!E]^6:it gBz۳1g΃@-r_?\*;]eB) rz\ܹiFmmlv٫,lyz$ J5\ f!D4qUU .{.'(IJ5bŴѐN1C1Z/Δ/`RcPs3U\#G;a'zGoB̰&ն9egaY:"?djThd/ Ôp]k"ɘ9ʹyy*k ͭT > | 8" eJ69'%%?*x*1Af cGR'V{xq q Rɖ6L}ؙ ^M6_ 9aoqXsٺrBBOc2^S2z -!0r*QG;ۈݜ }#Lzaa8'CI x?MEPK!=$$drs/downrev.xmlTQO0M5M1`sR [--i  zzwNOV5d/f B禨u{q7F G`:0̗MK9mJ+뙭8*Qڒ\5#x1[V/)|'ܫ+KFuU=> ^,Wk# cp,O2" kbÝv8 h+cFk aЇNtŸI0'qPo{p7pxر (:9PK-!Zf[Content_Types].xmlPK-!1_a /_rels/.relsPK-!B]]"*drs/shapexml.xmlPK-!=$$?drs/downrev.xmlPK  7]Y`Dw`y <}<' ZH TA??Picture 15 -]&Z`y2 [H VG0HlJ?AutoShape 16  ][`z \H  Z0e0e@AB`TC`TDE<F Q&RUVWXlJ5%?`T;;` 0` ` ~/`TJ`TJ~/J6)#$0$;$;~/ @  `[[?nZZ0` 3G$AutoShape 17#" 0e  K] \` z~~ H <Й)) @  -]6 Й`  " ~~ H <)) @2 4-]6   " ~~ H <()) @3 5-]6 (   " ~~ H <P)) @6 8-]6 P  " ~~ H <)) @7 9-]6   " ~~ H <)) @9 ;-]6 @  " ~~ H <К)) @: <-]6 К       !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnoprstuvwxyz{|}~ " ~~  H <)) @Ri S]6   " ~~  H <()) @i -]6 (`  " ~~  H <P)) @ <]6 P  " ~~  H <)) @" $-]6    " ~~  H <)) @ -]6   " ~~ H <Л)) @ -]6 Л  " ~~ H <)) @; =-]6 `  " ~~ H <()) @I K-]6 (  " ~~ H <P)) @J L-]6 P   " ~~ H <)) @K M-]6   " ~~ H <)) @L N]6   " ~~ H <М)) @T V]6 М@  " ~~  H <)) @H J-]6   " ~~ "H <()) @q s-]6 "(  " ~~ #H <P)) @r t-]6 #P`  " ~~ $H <)) @s u-]6 $  " ~~ %H <)) @t v-]6 %   " ~~ &H <Н)) @u w-]6 &Н  " ~~ 'H <)) @v x-]6 '  " ~~ (H <()) @w y-]6 ((@  " ~~ )H <P)) @3 5-]6 )P  " ~~ *H <)) @ -]6 *  " ~~ +H <)) @ ]6 +`  " ~~ ,H <О)) @ -]6 ,О  " ~~ -H <)) @ ]6 -   " ~~ .H <()) @8 :-]6 .(  " ~~ 0H <P)) @! #-]6 0P  " ~~ 1H <)) @ -]6 1@  " ~~ 3H <)) @O Q]6 3  " ~~ 4H <П)) @W Y-]6 4П  " ~~ 7H <)) @d f-]6 7`  " <~~ 8H <()) @c e-]6 8( < " <~~ 9H <P)) @i k-]6 9P` < " <~~ :H <)) @g i-]6 : < " <~~ ;H <)) @f h-]6 ;  < " <~~ ?H <)) @X Z-]6 ? < " <~~ @H <)) @= ?-]6 @ < " <~~ AH <()) @> @-]6 A(@ < " <~~ BH <P)) @< >-]6 BP < " <~~ CH <)) @ -]6 C < " <~~ DH <)) @ -]6 D` < " <~~ GH <)) @ !-]6 G < " <~~ HH <)) @Ni O-]6 H  < " <~~ KH <()) @N P-]6 K( < " <~~ LH <P)) @S U-]6 LP < " <~~ MH <)) @V X-]6 M@ < " <~~ NH <)) @Vi W-]6 N < " <~~ QH <)) @Si T-]6 Q < " <~~ SH <)) @Qi R]6 S` < " <~~ TH <()) @A C-]6 T( < " <~~ UH <P)) @? A-]6 UP  < " <~~ VH <)) @@ B-]6 V < " >@  j qq  zz%% 22__ll7G  YesNoNmm""QQ [XLoadStressDisplacementLong. StrainTrans. StrainShear StrainOuter Fib. Bend. StrainSdeghL &#Air Circ. OvenInduct. HeaterOthercJJv PMStrain RateStress RateCrosshead RateTransducer Displacement RateLoad RaterTT7 AnalogDigitaliWW: 1221133123321OOs MJEach Test SeriesDailyWeeklyMonthlyQuarterlySemi-AnnuallyYearlyOtherQAAJ $!CTDRTDRTWETDETWFluid ExposedW&&Y 30Each SpecimenEach Specimen SetSpot CheckOthere##D Screw-drivenServohydraulicr88Y +(Minimum MeasurementAvg. of Measurementsv8 YesNoNot Suret; Tool SideBag SideBVV` :730% Load DropTwo-piece FailureDeflect. > Spec. Thick.raaw QNInterlaminar ShearFlexure (tension)Flexure (compress.)Inelastic DeformationxiiggD  (  * <+ < N ]  dMbP?_*+%&?'?(?)?MHP LaserJet 4L4C od,LetterDINU"4= "!,??&U} } <} } }  } } }  !!!!!!!H@!;@!;!;@ !A !A ! !@ !!!  @ @ @            FTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT U9BTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT :8TTTTTTTTTTTTTTTTTTTTTTTTT  TTT +:YYYYYYYYYYYYYYYYYYYYYYYXA XYYYYY 8TTTTTTTTTTTTTTTTTTTTTTTT X  B XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX | b: XXXXXXXXXXXXXXXXXXXXXXXXXX T f Y1 g b b b b b b b b b b b b b b b b b b b b b b b b b T T N @[ p< pIIIIIIIIIIIIIIIIIIIIIIIIIT T NB @[ppJJJJJJJJJJJJJJJJJJJJJJJJJTT N8B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N2B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT L3B@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTT N4 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT NM @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N5 @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT Nz @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT Ny @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N @L[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N  @[ p <pDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT fB]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @6[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTDblJJJJJ^`v`^lt^^J^~~^^t~ttt~tJ^~ ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ?  T N @c@ [ppDDDDDDDDDDDDDDDDDDDDDDDDDT!T !N !@6![ !p<!pCCCCCCCCCCCCCCCCCCCCCCCCCT"T "N "@6"[ "p<"pCCCCCCCCCCCCCCCCCCCCCCCCCT#T #N #@c@#[ppDDDDDDDDDDDDDDDDDDDDDDDDDT$T $L $@6$[ $p<$pCCCCCCCCCCCCCCCCCCCCCCCCCT%T %N %@6%[ %p<%pCCCCCCCCCCCCCCCCCCCCCCCCCT&T &N &@6&[ &p<&pCCCCCCCCCCCCCCCCCCCCCCCCCT'T 'N '@[ 'p<'pCCCCCCCCCCCCCCCCCCCCCCCCCT(T (N (@[ (p<(pCCCCCCCCCCCCCCCCCCCCCCCCCT)T )L )@[ )p<)pCCCCCCCCCCCCCCCCCCCCCCCCCT*T *L *@[ *p<*pCCCCCCCCCCCCCCCCCCCCCCCCCT+T +L' +@[ +p(<+pCCCCCCCCCCCCCCCCCCCCCCCCCT,T ,L) ,@[ ,p*<,pT-T -L, -@[ -p+<-pDDDDDDDDDDDDDDDDDDDDDDDDDT.T .L .@[ .p <.pCCCCCCCCCCCCCCCCCCCCCCCCCT/T /L! /@[ /p"</pCCCCCCCCCCCCCCCCCCCCCCCCCT0T 0L# 0@60[ 0p%<0pCCCCCCCCCCCCCCCCCCCCCCCCCT1T 1L$ 1@61[ 1p&<1pCCCCCCCCCCCCCCCCCCCCCCCCCT2T 2L- 2@/2[ 2p.<2pCCCCCCCCCCCCCCCCCCCCCCCCCT3T 3L0 3@3[ 3p1<3pDDDDDDDDDDDDDDDDDDDDDDDDDT4T 4LH 4@64[ 4p2<4pDDDDDDDDDDDDDDDDDDDDDDDDDT5T 5L3 5@[ 5p4<5pDDDDDDDDDDDDDDDDDDDDDDDDDT6T 6L: 6@[ 6p;<6pDDDDDDDDDDDDDDDDDDDDDDDDDT7T 7L? 7@67[ 7p<<7pDDDDDDDDDDDDDDDDDDDDDDDDDT8T 8L@ 8@68[ 8p=<8pDDDDDDDDDDDDDDDDDDDDDDDDDT9T 9LA 9@{9[ 9p><9pDDDDDDDDDDDDDDDDDDDDDDDDDT:T :LC :@[ :pB<:pDDDDDDDDDDDDDDDDDDDDDDDDDT;T ;ND ;@c@;[ppPPPPPPPPPPPPPPPPPPPPPPPPPT<T <N <@[ <p<<pDDDDDDDDDDDDDDDDDDDDDDDDDT=T =N =@L=[ =p<=pCCCCCCCCCCCCCCCCCCCCCCCCCT>T >N8 >@c@>[ppCCCCCCCCCCCCCCCCCCCCCCCCCTF?Tn]]]]]]]]]]]]]]]]]]]]]]]]]]]]]TD:lj~~j~~~ttttttttt~~~~~tt~~~tjt~j@ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ @T @ B@ccccccccccccccccccccccccTAT ALH A@c@A[ppCCCCCCCCCCCCCCCCCCCCCCCCCTBT BLBB@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTCT CL C|C[ Cp<CpDDDDDDDDDDDDDDDDDDDDDDDDDTDT DN D@D[ Dp+<DpDDDDDDDDDDDDDDDDDDDDDDDDDTET EN E@)E[ E*<EpDDDDDDDDDDDDDDDDDDDDDDDDDTFT FN F@F[ Fp+<FpDDDDDDDDDDDDDDDDDDDDDDDDDTGT GN G@)G[ G*<GpBBBBBBBBBBBBBBBBBBBBBBBBBTHT HN H@H[ Hp+<HpDDDDDDDDDDDDDDDDDDDDDDDDDTIT IN I@)I[ I*<IpDDDDDDDDDDDDDDDDDDDDDDDDDTJT JN J@E@J[ppKKKKKKKKKKKKKKKKKKKKKKKKKTKT KNBK@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTFLTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TMT MBMo{{]]]]]]]]]]]]]]]]]]]]]]]]]TNT NN N?[ N<NpCCCCCCCCCCCCCCCCCCCCCCCCCTOT ON O?[ O<OpCCCCCCCCCCCCCCCCCCCCCCCCCTPT PNBP@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTQT QNBQ@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTRT RN R@[ R<RpCCCCCCCCCCCCCCCCCCCCCCCCCTST SN S@cS[ S<SpCCCCCCCCCCCCCCCCCCCCCCCCCTTT TN T@[ T<TpCCCCCCCCCCCCCCCCCCCCCCCCCTUT UN U@U[ U<UpCCCCCCCCCCCCCCCCCCCCCCCCCTVT VN V@[V[ V<VpCCCCCCCCCCCCCCCCCCCCCCCCCTWT WNY W@ZW[ W<WpCCCCCCCCCCCCCCCCCCCCCCCCCTXT XNT X@cX[ Xp<XpCCCCCCCCCCCCCCCCCCCCCCCCCTYT YN Y@[ Y<YpCCCCCCCCCCCCCCCCCCCCCCCCCTZT ZN Z@[ Zp<ZpCCCCCCCCCCCCCCCCCCCCCCCCCT[T [LS [@c[[ [p<[pDDDDDDDDDDDDDDDDDDDDDDDDDT\T \L \@^\[ \p<\pDDDDDDDDDDDDDDDDDDDDDDDDDT]T ]N ]@[ ]p<]pDDDDDDDDDDDDDDDDDDDDDDDDDT^T ^LU ^|[ ^p<^pDDDDDDDDDDDDDDDDDDDDDDDDDT_T _L _@[ _<_pCCCCCCCCCCCCCCCCCCCCCCCCCTDl^j^~~~~~~~j^J^tt^^t~t~~~~tt~~tt` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~  `T `L `@[ `<`pCCCCCCCCCCCCCCCCCCCCCCCCCTaT aL a@[ a<apCCCCCCCCCCCCCCCCCCCCCCCCCTbT bNI b@cb[ bp<bpCCCCCCCCCCCCCCCCCCCCCCCCCTcT cNJ c@cc[ cp<cpCCCCCCCCCCCCCCCCCCCCCCCCCTdT dN d@6d[ dp<dpCCCCCCCCCCCCCCCCCCCCCCCCCTeT eN e@e[ ep<ep^^^^^^^^^^^^^^^^^^^^^^^^^TfT fNq f@f[ fp<fpDDDDDDDDDDDDDDDDDDDDDDDDDTgT gNr g@Gg[ gp<gpDDDDDDDDDDDDDDDDDDDDDDDDDThT hNM h@Lh[ hp}<hpDDDDDDDDDDDDDDDDDDDDDDDDDTiT iLN i@[ i<ipDDDDDDDDDDDDDDDDDDDDDDDDDTjT jLO j@[ j<jpDDDDDDDDDDDDDDDDDDDDDDDDDTkT kLP k@[ k<kpDDDDDDDDDDDDDDDDDDDDDDDDDTlT lLQ l@cl[ lp<lpDDDDDDDDDDDDDDDDDDDDDDDDDTmT mLE m@6@m[ppDDDDDDDDDDDDDDDDDDDDDDDDDTnT nLF n@Rn[ npG<npCCCCCCCCCCCCCCCCCCCCCCCCCToT oLY o@L@o[ppCCCCCCCCCCCCCCCCCCCCCCCCCTpT pLZBp@[ppDDDDDDDDDDDDDDDDDDDDDDDDDTqT qNP q@L@q[ppCCCCCCCCCCCCCCCCCCCCCCCCCTrT rN7Br@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTsT sNI s@c@s[ppCCCCCCCCCCCCCCCCCCCCCCCCCTtT tNpBt@[ppCCCCCCCCCCCCCCCCCCCCCCCCCTuT uN u?Fu[ up<upCCCCCCCCCCCCCCCCCCCCCCCCCTvT vN v?v[ vp<vpCCCCCCCCCCCCCCCCCCCCCCCCCTwT wN w?Fw[ wp<wpCCCCCCCCCCCCCCCCCCCCCCCCCTxT xN x?x[ xp<xpCCCCCCCCCCCCCCCCCCCCCCCCCTyT yN y?y[ yp<yp^^^^^^^^^^^^^^^^^^^^^^^^^TzT zN z?z[ zp<zp^^^^^^^^^^^^^^^^^^^^^^^^^T{T {N {@H{[ {p<{pDDDDDDDDDDDDDDDDDDDDDDDDDT|T |Nf |@c@|[ppDDDDDDDDDDDDDDDDDDDDDDDDDT}T }NgB}@[ppKKKKKKKKKKKKKKKKKKKKKKKKKT~T ~OV ~?d@~[ppKKKKKKKKKKKKKKKKKKKKKKKKKTT OW ?e@[ppKKKKKKKKKKKKKKKKKKKKKKKKKTDltt~~~~~~~ttt~j~j^j^j^~~~~~~~j^j                                T OjB?[ppKKKKKKKKKKKKKKKKKKKKKKKKKTT NX @[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @[ p<pKKKKKKKKKKKKKKKKKKKKKKKKKTT Nk @c[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT LJ |K[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT L @c[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT L @[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @[ p}<pJJJJJJJJJJJJJJJJJJJJJJJJJTT NL @c[ p}<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @E[ p<pJJJJJJJJJJJJJJJJJJJJJJJJJTT N @l[ p~<pCCCCCCCCCCCCCCCCCCCCCCCCCTT N @l[ p~<pCCCCCCCCCCCCCCCCCCCCCCCCCTT NX ?m[ p~<pDDDDDDDDDDDDDDDDDDDDDDDDDTFTn]]ss]]]]]]]]]]]]]]]]]]]]]]]]]TT Bo{{]]]]]]]]]]]]]]]]]]]]]]]]]TT N @[ p<pCCCCCCCCCCCCCCCCCCCCCCCCCTT Nh @[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N[ ?W[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT N= ?>[ p?<pDDDDDDDDDDDDDDDDDDDDDDDDDTT Nk ?[ p<pDDDDDDDDDDDDDDDDDDDDDDDDDTT 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