Vacuum Pycnometer BM705. Impact Test Equipment Ltd & User Guide. User Guide

Similar documents
1500g & 3000g Centrifuge Extractors BM050 & BM055. Impact Test Equipment Ltd & User Guide.

Impact Test Equipment Ltd & User Guide. User Guide

IN-PLACE DENSITY WAQTC FOP AASHTO T 209 (16)

ASPHALT WAQTC FOP AASHTO T 209 (12)

Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures

Harvard Trip Balance BA710. Impact Test Equipment Ltd & User Guide. User Guide

Dynamic Cone Penetrometer SL970. Impact Test Equipment Ltd & User Guide. User Guide

Commonwealth of Pennsylvania PA Test Method No. 742 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Aug 17, 2001 LAB MANUAL MAXIMUM SPECIFIC GRAVITY (RICE VOIDS TEST) OF PAVING MIXTURES AASHTO Designation T 209 (Mn/DOT Modified))

ASPHALT PLANT LEVEL 1

METHOD OF TEST FOR THEORETICAL MAXIMUM RELATIVE DENSITY OF BITUMINOUS PAVING MIXTURES LS-264 R27 ASTM D2041/D2041M

BS Series Basket Strainer

Installation and commissioning instructions 255 series and 256 series

Material Safety Data Sheet. Impact Test Equipment Ltd & MSDS MSDS

Operating Instructions

HCMTCB ASPHALT CERTIFICATION KEY ELEMENTS LIST

OPERATING INSTRUCTIONS

OHD L-44 METHOD OF TEST FOR MEASUREMENT OF WATER PERMEABILITY OF COMPACTED PAVING MIXTURES

Lab Session #4 AN Physical Properties

OHD L-44 METHOD OF TEST FOR MEASUREMENT OF WATER PERMEABILITY OF COMPACTED PAVING MIXTURES

GREIG FILTERS, INC. OPERATION MANUAL

2014 PennDOT Gmm Verification Program

Inspection and Acceptance of Asphalt Mix Design Laboratories

OPERATING INSTRUCTIONS

Operating Manual ALU 7 - ALU 10 - ALU 20 - ALU 26 ALU 35 - ALU 60 - ALU 100

Florida Method of Test for MEASUREMENT OF WATER PERMEABILITY OF COMPACTED ASPHALT PAVING MIXTURES

CH2250: Techniques in Laboratory Chemistry. Outline Measuring Mass Measuring Volume Significant figures. Mass Measurement

THERMODYNAMICS, HEAT AND MASS TRANSFER TUTORIAL NO: 1 (SPECIFIC VOLUME, PRESSURE AND TEMPERATURE)

CHEM 355 EXPERIMENT 7. Viscosity of gases: Estimation of molecular diameter

K-STATE GRAIN QUALITY RESEARCH PROGRAM STANDARD OPERATING PROCEDURES

SINORIX Valve Reconditioning

Gilson Aqua-Check Moisture Tester MA-26X

VERTICAL BLADDER TANK

Experiment 8 GAS LAWS

SERVICE MANUAL MODEL BA050BMST BREATHING AIR PANEL

Lab 3 Introduction to Quantitative Analysis: Pumps and Measurements of Flow

TRU-WATE Fluid Density Balance, Model 141 Instruction Manual. Manual No , Revision J Instrument No

Physics 1021 Experiment 4. Buoyancy

RESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method KT-56)

Inspection and Approval of Asphalt Mix Design Laboratories

INFLATOR TDUX-IT-16 AND GAS CYLINDER E

ALU-CD 12, ALU-CD 25, ALU-CD 35, ALU-CD

WHP Operations and Methods { July William M. Smethie, Jr. Lamont Doherty Geological Observatory Palisades, New York U.S.A.

SPECIFIC GRAVITY AND ABSORPTION OF AGGREGATE BY VOLUMETRIC IMMERSION METHOD

VACUUM & AIRLESS. Select from Kimble vacuum traps, manifolds, Schlenk tubes, adapters, and bubblers for your vacuum and airless glassware needs.

HORIZONTAL BLADDER TANK

Calcimeter Instruction Manual

PRE LABORATORY ASSIGNMENT: Lab Section Score: /10 READ THE LAB TEXT BEFORE ATTEMPTING THESE PROBLEMS!

Solvent Dispensing System Manual. Designed by J. C. Meyer

Operation Manual - PN A MENSOR MODEL 73 SHOP AIR BOOSTER

ATD LB PRESSURE BLASTER INSTRUCTION MANUAL

Installation of Your SprayMaster System

STANDARD FOR CONTROL VALVE SEAT LEAKAGE

product manual HM-4140, HM-4150, HM-4160 HM-4160A HM-4150 Humboldt FlexPanels

PANACEA P200 STAINLESS STEEL USER MANUAL

THERMODYNAMICS OF A GAS PHASE REACTION: DISSOCIATION OF N 2 O 4

Pneumatic dead-weight tester Model CPB3500

MLS Series Liquid Level Switches. Installation and Operations Manual Section 15

SERVICE MANUAL MODEL BA100BMST 100 SCFM PORTABLE AIR PANEL

POLYURETHANE SPRAY FOAM REFILL SYSTEM QUICK START GUIDE

NHR Powder Feed Hopper

Gas Lines. Technical Manual. Sumitomo (SHI) Cryogenics of America, Inc Vultee Street Allentown, PA U.S.A.

CSA Sample Draw Aspirator Adapter Operator s Manual

SERVICE MANUAL MODEL BA020ANM-S1 BREATHING AIR PANEL

Precision and Instrument Regulators 1/4" port size

Geotech 1.66 Auto-Reclaimer

Geotech 1.66 Auto-Reclaimer Installation and Operation

Tex-414-A, Air Content of Freshly Mixed Concrete by the Volumetric Method

Customer Support Troublshooting

MET 335W Fluid Mechanics Laboratory. Lab 1: Bourdon Tube Calibration. Nick Peak

RK-IR Sample Draw Aspirator Adapter Operator s Manual

INTRODUCTION Porosity, permeability, and pore size distribution are three closely related concepts important to filter design and filter performance.

STREAMLINE SHOP SERIES MODEL OPERATION & PARTS MANUAL

Pipe Thread Connection 1/2 inch NPT. Friction Loss Refer to Figure 3

IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS

INTERNATIONAL SLURRY SURFACING ASSOCIATION TECHNICAL BULLETIN. 800 Roosevelt Road, Building C-312, Glen Ellyn, IL 60137

Compiled by: B Beard. Approved by: SH Carstens. Description of requirements and procedures for compact provers to be used as verification standards.

ISOMEGA BLADDER PUMPS

5 Gallon Pressure Pot with HVLP Spray Gun and Hose

Standard Operating and Maintenance Instructions for Pumping System Model PS-90

Beamex PG PRESSURE GENERATORS. Beamex PGM PGV PGC PGHH PGPH PGL

Carter Option X Valve connector assembly. Maintenance manual

SERVICE MANUAL MODEL BA020AMST BREATHING AIR PANEL

IMPROVED RICE METHOD FOR DETERMINING THEORETICAL MAXIMUM SPECIFIC GRAVITY OF ASPHALT PAVING MIXTURES

VACUUM REGULATORS CONTENTS

D05 Pressure Regulating Valves

!!!! SERVICE MANUAL PRESSURE POT 2 GALLON. Service Manual: LT Washington St 931 Progress Ave., #7

OHD L-47. Guidelines for Resolving Differences in Test Results

PANACEA P125 USER MANUAL

Operator's Manual. Model #PS Arch Chemicals, Inc Lake Park Drive Smyrna, GA PULSAR

GILMONT ACCUCAL FLOWMETERS

Experiment 8: Minor Losses

GETZ EQUIPMENT INNOVATORS RECOVERY SYSTEM CLEAN AGENT FE-36 / HALOTRON 1 PART NO. 4G59751 OPERATIONS MANUAL

ARC Unofficial Manual to the Solvent Dispensing System. Designed by J. C. Meyer

Instruction Manual - Diaframless TM Ejector Chlorine, Sulfur Dioxide and Ammonia

WIDDER TOOLS. HPICAL Calibration Station 1 (203)

Operating Instructions Model and Hydrostatic Test Pump

Method of Test for Sieve Analysis

Installation Instructions

Sand Dollar Filter Owner s Manual IMPORTANT SAFETY INSTRUCTIONS SAVE THESE INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS

Transcription:

Vacuum Pycnometer BM705 Impact Test Equipment Ltd www.impact-test.co.uk & www.impact-test.com User Guide User Guide

Impact Test Equipment Ltd. Building 21 Stevenston Ind. Est. Stevenston Ayrshire KA20 3LR T: 01294 602626 F: 01294 461168 E: sales@impact-test.co.uk Test Equipment Web Site www.impact-test.co.uk Test Sieves & Accessories Web Site www.impact-test.com

TABLE OF CONTENTS I. GENERAL INFORMATION... 1 II. RELATED USER DOCUMENTATION... 1 III. CALIBRATION... 1 IV. OPERATION... 2 A. Sample Preparation... 2 B. Operation... 2 V. CALCULATIONS... 4 VI. TROUBLESHOOTING... 4 VII. ACCESSORIES/OPTIONS... 5 VIII. SPECIFICATIONS... 6 FIGURE 1... 7 GRAPHS... 8

VACUUM PYCNOMETER I. GENERAL INFORMATION The Vacuum Pycnometer is designed to be used in determining the theoretical maximum specific gravity of bituminous paving mixtures, using the procedure described in ASTM standard test method D 2041 for type F containers. This large capacity (approximately 10 liters) unit can easily handle samples up to 13.2 lbs (6 kg), minimizing segregation effects. Constructed of lightweight polycarbonate, the Vacuum Pycnometer has a transparent top for easy visual observations of the vacuum effects. II. RELATED USER DOCUMENTATION These operating instructions do not contain all the required information for the standard test method used to determine the theoretical maximum specific gravity and density of bituminous paving mixtures. Please refer to ASTM D 2041 for additional information. III. CALIBRATION Calibrate the pycnometer by determining the mass of the container when it is filled with water at a range of temperatures, from 60 to 150 F (15 to 65 o C), or as required. Prepare a graph with temperature vs. mass of the pycnometer filled with water for the selected range of temperatures. Designate the mass of the container at 77 ± 0.9 F (25 ± 0.5 C) as "D." Refer to ASTM D 2041 for further assistance in calibrating and graph preparation. 1

IV. OPERATION A. Sample Preparation Follow the procedure outlined in ASTM D 2041 for separating the sample particles, oven-drying the sample, and cooling it to room temperature. B. Operation 1. Weigh the empty pycnometer without the lower water inlet hose and without the gauge and hose assembly on the top. Designate this weight as "B." 2. Place the prepared sample in the pycnometer and weigh the sample and pycnometer together, designating this weight as "C." The weight of the sample is A = C - B. 3. Install the gauge and hose assembly and connect the aspirator to both the pycnometer and the laboratory water faucet, as shown in Fig. 1. Note: Instead of the aspirator, a vacuum pump may be connected directly (through a water trap) to the hose. 4. With the water inlet valve closed, connect the water inlet hose to both the pycnometer and the laboratory water supply, as shown in Fig. 1. 5. To begin operating the aspirator, turn on the water faucet (or vacuum pump) to create a vacuum of at least 10" Hg in the pycnometer. 6. Open the water inlet valve (see Fig. 1) to let water in at a temperature of about 77 o F (25 o C). Fill the pycnometer up to about an inch (25.4 mm) below the top of the sphere and then close the water inlet valve. 7. Continue applying vacuum and maintain a residual pressure of 1.2" (30 mm) Hg or less for 5 to 15 minutes. During this vacuum period, agitate the pycnometer vigorously by shaking it with both hands at intervals of about 2 minutes to release all the air bubbles. 2

8. Open the water inlet valve to fill the pycnometer to the very top without leaving any air space. Be careful not to turn off the vacuum. Close the water inlet valve. 9. Using the quick-disconnect, detach the gauge-hose assembly from the top of the pycnometer. 10. If there is any air trapped in the pycnometer, reconnect the aspirator and vacuum gauge (using the quick-connect) and let more water in. 11. Close the water inlet valve. 12. Disconnect the water inlet hose from the pycnometer. 13. Within 10 + 1 minutes after step 8, weigh the pycnometer while it is still filled with water (de-aired) and the sample. Record this weight as "E". 14. Remove the lid and drain the water from the pycnometer. Remove the asphalt sample, clean the inside, and clamp the lid on. Reinstall the gauge and hose assembly, reconnect the water inlet hose, and refill completely with water following steps 5 to 8. 15. Detach the gauge assembly and the water inlet hose. 16. Weigh the pycnometer filled with water only, within 10 + 1 minutes after releasing all of the air bubbles and filling completely per step 8. Record this weight as "D". Note: It is recommended that a graph of weight versus temperature for the pycnometer filled with de-aired water be made, so that the value of D can be taken from this graph for any temperature in the laboratory. This will eliminate steps 14 to 16. See Section III Calibration. 3

V. CALCULATIONS If the test temperature is within +3 or -5 F of 77 F (+ 1.7 or - 2.8 C of 25 C), the following equation can be used to determine the maximum specific gravity of the sample, with an error of 0.001 points or less due to thermal effects: Where: A = D = E = Mass of the dry sample in air (grams) Mass of container when filled with water at 77 F (25 C) (grams) Mass of container filled with both water and sample at 77 F (25 C) (grams) Note: If the test temperature differs significantly from the recommended 77 F (25 C), the formula should be adjusted for thermal effect as follows: Where: A = F = G = H = Mass of dry sample in air (grams) Mass of pycnometer filled with water at test temperature (grams) Mass of pycnometer filled with both water and sample at test temperature (grams) Correction for thermal expansion of bitumen (grams) dw = density of water at test temperature, Mg/m 3 0.9970 = density of water at 77 F (25 C), Mg/m 3 VI. Values of H and dw may be obtained from the ASTM graphs in Fig. 2. For more details, see ASTM D 2041. TROUBLESHOOTING 4

A. Pycnometer Not Getting Vacuum 1. Check 'O' ring to make sure it is clean and in good shape. If not, contact service dept. for a replacement 'O' ring. 2. Check to make sure the water inlet valve is on tight. 3. Tighten the stopcock nut (at bottom of stopcock) of the water inlet valve. B. Air Bubbles Entering from the Water Inlet Valve 1. Check to make sure the water inlet valve is on tight. 2. Tighten the stopcock nut (at bottom of stopcock) of the water inlet valve. C. Clogged In-Line Filter Replace the filter assembly. D. Too Many Air Bubbles in Water 1. Air bubbles come from dissolved air in water. Check for this by opening water inlet valve (keeping the water inlet hose connected to the water supply) after you have gone through Step 8 of the operating procedure. The air bubbles should dissolve back in water at atmospheric pressure. 2. Try filling the pycnometer with boiled water (after it has been cooled). If problem still persists, call Service Department for assistance. 5

VIII. SPECIFICATIONS Capacity Construction Gauge Aspirator Connections Approximately 10 liters; 6 kg (13.2 lbs) sample weight Lightweight polycarbonate, with transparent upper half 2" (50.8 mm) diameter; 30" x 0.5 " Hg Plastic; 3/8" pipe thread (included) Water inlet valve; quick disconnect for vacuum gauge and hose Dimensions 10-3/4" (273 mm) o.d. x 16" (406 mm) h. Weight Net 8 lbs (3.6 kg) 6

FIGURE 1. 7

GRAPHS 8