Source: https://www.scribd.com/doc/121926456/217cutback-bitumen-pdf
Timestamp: 2018-03-19 07:45:49
Document Index: 5681505

Matched Legal Cases: ['art 3', 'art 3', 'art 3', 'art3', 'art 3', 'art 3', 'art 3', 'art 3']

217cutback bitumen.pdf | Asphalt | Viscosity
217cutback bitumen.pdf
IS : 217- 1988
SPECIFICATION FOR CUTBACK BITUMEN (Second Revisibn )
First Reprint JULY 1993
665’745
BU.REAU
MANAK CT 3
~unuary 1989
TERMINOLOGY 2. five grades and four grades respectively. TYPES 3.1 For the purpose of this standard. which are currently liblethorls fur testing tar and IJituminous materials. the definitions given in IS : 334-1982* shall apply. bitumen (second 0. six grades of rapid curing type ( RC).2 Medium Curing ( MC) -These shall be used with aggregates containing less than 20 percent of fine aggregates passing through 2’36 mm sieve and shall be classified into five grades with designations: a) MC 30. after the draft finalized by the Bitumen.5 For the purpose of deciding whether a particular requirement of this standard is complied with.2 This standard was published in 1951. c) RC 800. curing ( MC ). 3. observed or calculated.2. *Rules for rounding off numerical values ( revised ). Tar and Their Products Sectional Committee had been approved by the Petroleum. 1 .1 Cutback three types: a) Rapid AND GRADES shall be of the following 3.2 The three types of cutback Kturncn shall be on the basis of inital into grades viscosity and designated as under. b) MC 70. shall be rounded off in accordance with The number of significant places IS : 2-1960*. 2. 3.3 The Committee responsible for the preparation of this standard decided to revise the standard in order to update the same in accordance with the revised version of IS : 1201 to 1220-1978*. and was revised in 1961 in view of the publication of IS : 1201 to 1220-1958*.4 This standard is one of the series of Indian Standards on bitumen. FOREWORD 0. 0.1 This Indian Standard ( Second Revision) was adopted by the Bureau of Indian Standards on 8 August 1988. produced and marketed in the country. and d) RC 3 000.2. b) RC 250. In the present version. SCOPE 1. and e) MC: 3 000.2. 1.1 Rabid Curing ( RC) 7 These shall be used with aggregates containing practically no fine aggregates passing through 2’36 mm sieve and shall be classified into four grades with following designations: a) RC 70.2. 0. MC 30 grade shall bc used as primer. and b) hledium c) Slow curing ( SC: ). 3. retained in the rounded off value should Abethe same as that off the specified value in this standard.1 This standard covers the physical and chemical requirements of cutback bitumen produced by fluxing bitumen with distillates of tar for use in road petroleum or coal construction. d) MC 800. the final value.1988 Indian Standard SPECIFICATION FOR CUTBACK BITUMEN ( Second Revision) 0.IS I 217.1 bitumen curing ( RC ). expressing the result of a test or analysis. Other specifications so far published in the series are: IS : 73-1961 IS : 454-1961 IS : 702-1988 Paving bitumen Digboi type cutback bitumen (retied) Industrial revision ) . c) MC: 250. medium curing type ( MC ) and slow curing type ( SC) have been unified into four grades. 0. classified kinematic 3. Coal and Related Products Division Council.
1 Representative samples of the material shall be drawn and their conformity of the requirements to this standard be judged as prescribed in Appendix A. MANUFACTURE 4. SMethods for testing tar and bituminous materials: Distillation test (jirst revision ). Details of conditions under which a licence for the use of the Standard Mark may be granted to manufacturers or processors may. tMethods for testing tar and bituminous materials: Determination of flash point and fire point (Jlrsl rcr.2.specified in Table 1. 7.. SAMPLING 8. name or trade-mark.These shall be used with aggregates containing more than 20 percent of fine aggregates passing throught 2'36 mm sieve and shall be classified into four.3 Slow curing cutback with the requirements bitumen shall comply specified in Table 3.1 Each container may with the Standard Mark. Standard marked’ products are also continuously checked by BIS for conformity to that standard as a further safeguard.Each container of bitumen shall be legibly and indelibly marked with the following: a) Manufacturer’s any. TABLE 1 REQUIREMENTS 8. AND SOURCE b) SC c) SC 800.lB%b 3.2 Medium curing cutback bitumen shall comply with the requirements specified in Table 2. The Standard Mark on products covered by an Indian Standard conveys the assurance that they have been produced to comply with the requirements of that standard under a well.1 Rapid curing cutback bitumen shall comply with the requirementsl. 5. OF RAPID CURING ( RC ) CUTBACK ( ckauss 5.3 Slow Curing (SC). 2 and 3 for rapid curing. “C Distillate volume percent of total distillate up to 360°C.mcat~c 3 viscosity at (7) IS : 1206 ( Part 3~)1978." TEIT. ( Conlimed) 2 . 8 and 7 of Tables 1. testing and quality control which is devised and supervised by BIS and operated by.. grades with designations: a) 7. b) Month and year of manufacture. 5.1 The material bitumen tar.. c) Type and grade of material.iGo~t ). RC 70 ~_--h-~ Min Max (3) 70 26 140 - RC 3 000 rL-*--. 3000. IS IS 250 26 Flash point. be obtained from the Bureau of Ilidia Standards.1 PackingThe material shall be supplied in drums of Type A or Type. (1) i) ii) iii) (2) I$. the producer.2 The source manufacturer. REQUIREMENTS 5. Pensky Martens closed type.".2. respectively. PACKING AND MARKING 7.2 Marking . 250. NOTE .Indian Standards specified in co1 7. *Specification for bitumen drums (firsf revision ).The use of the Standard Mark is governed by the provisions of the Bureau of Indian Standards Act. 7.. and d) SC 4. TESTS 6.1 Tests shall be carried out as described in the appropriate. d) Batch number. a) b) c) d) Up Up Up Up to to to to 190°C 225°C 260°C 315°C : 1209-1978t : 1213-1978$ 10 50 50 85 _ - 35 60 80 - 15 45 75 _ - _ 25 70 (first ‘Methods for testing tar and biturninous materials: Determination of viscosity: Part 3 Kinematic viscosity revision ) .defined system of inspection. also be marked and shall be prepared by fluxing with distillate from petroleum or coal and type shall be stated by the 4. 6. 1986 and the Rules and Regulations made thereunder. B according to IS : 3575-1977* or as agreed to between the purchaser and the supplier.. if SC 70. 5.IS t 217 . and slow curing cutback medium curing bitumens.1 ) RC 250 c_---~ Max Min (4) RC 80 r_-*--7 Min Max (5) 500 800 26 1 600 3000 26 BITUMEN SL CHARACTERISTICS No.T Min Max (6) sOOd - MET.
Distillation test.2 0’2 materials: - 0’2 - o-2 of viscosity: 0. percent vi) Water content. percent by volume (by difference) Tests on residue from distillation up to 360°C a) Viscosity Poises b) Ductility at 60X. Determination of water content ( Dean and Stark method (first 3 . IS : 1208-19780 IS : 1216-19781 - 0. Rler TO (7) 75 - 80 - v) 600 100 99 2400 - 600 100 99 2400 - 600 100 99 2 400 - GO0 100 99 2 400 - :g7. TMethods for testing tar and bituminous materials: materials: Determination Determination 3 Kinematic ). a) Viscosity at 6O”C. percent by mass vi) Water content. TABLE 2 REQUIREMENTS OF MEDIUM CURING m(MC) CUTBACK BITUMEN ( Clausa 5.!206 IS IS ( Part 3 )- c) Matter soluble in trichloroethylene. percent by mass for testing for for for for for testing testing tes$ng testing testing tar tar tar tar tar ~_*_~c__*_-~r--*-_~ MC 3 000 r--*--y METOD OF TEST. (1) i) ii) iii) (2) Kinematic viscosity at 6O”C. for testing tar and bituminous (jr/irstw&ion $Methods for testing tar and bituminous materials: Determination of solubility in carbon disulphide or trichloroethylene (&f revision ). at 27’C. Poises b) Ductility at 27”C.% (6) METHODO~TEOT.IS t 217 .1986 TABLE SL 1 REQUIREMENTS OF RAPID CURING (ICC ) CUTBACK RC r_---y Min (5) 800 MaX BJTUMEN - Conrd CUARACTERISTL~S No.8!206 (Part3 )- 60 - 70 38 140 - 250 65 500 - 800 65 1600 - 3 000 65 - IS : 1209-19787 IS : 1213-19783 40 75 50 25 70 93 - 20 65 55 20 60 90 - 15 60 67 10 55 87’ I 45 75 35 80 15 80 is 75 v) 300 1200 100 99 - 300 100 99 1200 - 300 100 99 1200 - 300 100 99 1200 - 300 100 99 1200 - IS : 1206 ( Part 3 )1978. (1) iv) (2) Residue from distillation up to 36O”C. a) Up to 225°C b) Up to 260% c) up to 315°C iv) Residue from distillation up to 36O”C. cm C) Solubility in trichloroethylene. cm RC 70 C--h--~ Min Max (3) 55 - RC 250 r-_A”7 Min Max (4) 65 - RC 3000 raI-__Y Min Ma. Determination of solubility in trichloroethylene (jirsr revision ).2 ) SL CHARACTEWISTIC MC 30 r_2s-y MC 70 Min (4) Max MC 250 Min (5) Max MC 800 Min (6) Max No.2 IS : 1211-19780 viscosity (Jirst *Methods r&ion ) . tar and bituminous and and and and and Determination Part 3 Kinematic bituminous materials: bituminous materials: bituminous materials: bituminous materials: bituminous material\: Determination of residue of specified penetration (J. th4ethods jMethods Ihlethods ilXlethods B-Methods rcviGorc ). percent volume by difference Test on residue from distillation up to 360°C. REFTO Min (3) 30 38 Max Min (7) Max (8) GO00 :g. cSt Flash point Pensky hlartens closed cup.rJr r&ion ). “C Distillate volumes percent of total distillate upto 360%. #Methods for testing tar and bituminous materials: Determination of water content ( Dean and Stark method ) (Jirst revision ). Determination of ductility (Jifir~Irevision ). mass percent by : 1208-1978+ : 1216-1978J - 0’2 - 0’2 - 0’2 of viscosity: of ductility Part o-2 IS : 121 l-19781 viscosity (jrs: *Methods reoision ) .
procedures given in IS : 4905-1968* may be followed. Is : Total distillate up to 36O’C volume. TABLE LOT SIZE 4 SCALE OF SAMPLING NUMBEB OR CONTAINERS TO BE SELECTED (2) 3 5 7 10 (1) up to 50 51 to 150 151 to500 501 and above A-3.3 These containers shall be selected at random from the lot. *Method ~Mcthotls of random sampling. Pensky Martens closed type. 4 .1 Lot - In any consignment all the containers of the same type. flash point and ductility. A-2. same grade and belonging to the same batch of manufacture shall be grouped together to constitute a lot. by mass *Methods for testing tar and bituminous materials: Determination of viscosity: Part 3 Kinematic viscosity (Jirs revi&m ). IMethods for testing tar and bituminous materials: Determination of solhbility in trichloroethylene (Jirst rev’sion j. All these samples from individual containers shall be stored separately. A-1. vi) intrichloropercent percent 50 100 99 - 0’5 60 100 99 0’5 70 100 99 - -0’5 a0 100 99 - 0’5 IS IS IS Is : 1204-19780 : 1208-1978/j : 1216-19781 : 1211-1978.p to 6O”C. IMethods for testing tar and bituminous materials: Determination of residue of specified penetration. percent Kinematic viscosity on distillation residue . a sample representative of the material in the container shall be drawn in accordance with the methods prescribed in IS : 1201-1978t. taking all the precautions mentioned therein.1 ) SAMPLING A-l. Methods for testing tar and bituminous materials: Determination of water content ( Dean and Stark Method ) (Jirst rc& ion j. $Methods for testing tar and bituminous materials: Determination of penetration (first revision ).411 the individual samples shall be tested for kinematic viscosity. cm c) Solubility ethylene. REB TO (7) 6 000 5 350 IS : 1206 ( Part 3)1978’ 1209-i97at 1203-197at 1600 ‘- 3 000 107 Flash point. “C. In order to ensure the randomness of selection. cSt CHARACTERISTICS SC70 c_-A--y Min (2) viscosity at 70 65 10 4 Max (3) 140 SC 250 r--A--T Min Max (4) 250 79 500 20 100 SC p-_h-_y 800 Max Min (5) 800 93 2 SC3 r-_h--~ Min (6) 000 Max METHOD OF TEST.1 . A FOR CUTBACK BITUMEN AND CRITERIA FOR CONFORMITY SCALE OF SAMPLING A-l. A-3. IMethods for testing tar and bituminous materials: Determination of ductility ( revi&n ).IS I 217 .2 and A-1. (1) 8 ii) iii) iv) Kinematic 60°C.1988 TABLE 3 REQUIREMENTS FOR SLOW CURING (SC) CUTBACK BITUMEN ( Clause 5. Stokes Tests on residuefrom tillation up to 360%: dis- 30 70 4 a 12 160 40 Is : 10 v) a) Residue of 100 penetration percent b) Ductility of 100 penetration residue at 27’C.1 From each of the containers selected according to A-l. NUMBER OF TESTS A-I. jrjt l l APPENDIX ( Clause 8.3 ) SL No.1 Water content.3. for testing tar and bitumen: Sampling. PREPARATION OF TEST’ SAMPLES A-2. *Methods for testing tar and bituminous materials: Determination of fla& point and fire point (jrsl revision ).2 The number of containers to be selected from the lot shall depend upon the size of the lot and shall be in accordance with Table 4.
when tested for the characteristics mentioned in A-3.IS : 217 .1 From the test results of each of the characteristics given in A-3.1 and A-4.2 are satisfied. Table 2 and Table 3 of the specification. A-4. a composite sample prepared by mixing together approximately equal quantities of bitumen from all individual samples shall be tested. shall satisfy the corresponding specification requirements.1 The lot shall be declared as conforming to the requirements of this specification ifA-4.0’6 R) is greater than or equal to the minimum specification limit. A-4.1 the mean ( x) and the range ( R ) shall be calculated as below: mean(Z)= sum of the test results number of test results range (R) = difference in the largest and the smallest of the test results.2 Far the remaining characteristic given in Table 1. If the expression (x .2 The composite sample.2.1.1988 A-3.1.1. CRITERIA FOR CONFORMITY A-4. . the expression ( X + 0’6 R ) is less than or equal to the maximum-specification limit and both the conditions are satisfied in cast of two sided specification limits. A-4.1. the lot shah be considered to have met these requirements.
T. Telephones : 331 01 31. BIS. Campus. Reprography Unit. THIRUVANANTHAPURAM. 1986 to BIS is a statutory institution promote harmonious development of the activities of standardization. 160036 600113 E9 MIDC. FARIDARAD. C. T. 1. CHANDIGARH . LUCKNOW. BANGALORE. of necessary details. BHUBANESHWAR. are issued from time to time. such as symbols and sizes. Comments sent to BIS giving the following reference: Amendments Issued Since Poblicrtioa Amend No. This does not preclude the free use. Date of Issue Text Affected BUREAU Headquarters : OF INDIAN STANDARDS Manak Bhavan. Marol. I. 331 13 75 New Delhi 110002 I elegrams : Manaksanstha ( Common to all Offices ) Telephone Regional Offices : Central : Manak Bhavan. in the course of implementing the standard. Road. India . V. when necessary and amendments. NewDelhi. Revision of Indian Standards Indian Standards are reviewed periodically and revised. ( Publications ). BIS. Mapiktola CA LCUT 7 A 700054 Northern Southern Western * SC0 44%4&i. type Director be addressed to the Enquiries relating to copyright or grade designations. IV Cross Road. No part of these publications may be reproduced in any form without the prior permission in writing of BIS. COIMBATORE. Andheri ( East ) 6 32 92 95 BOMBAY 40OO93 Branches : AHMADABAD. BHOPAL. Scheme VII M. I. P. 9 Bahadur Shah Zafar Marg. if any. JAIPUR. HYDERABAD. GHAZIABAD. 9 Bahadur Shah Zafar Marg I 331 01 75 311 13 31 37 86 62 53 38 43 235 02 16 NEW DELHI 110002 Fastern : l/14 C. M4DRAS : Manakalaya. Users of Indian Standards should ascertain that they are in on this Indian Standard may be possession of the latest amendments or edition.Bureau of Indian Standard established under the Bureau 01 Indian Standards Act. KANPUR. GUWAHATI. Sector 35-C. Copyright BIS has the copyright of all its publications. marking and quality certification of goods and attending to connected matters in the country. PATNA.
Documents Similar To 217 SPECIFICATION FOR CUTBACK BITUMEN.pdf
Methodology for Bitumen Mastic
1_316_SR284 Bituminous bases and surfacings Hitch
Bahia HMA With FS
IRC-22-2008
Main Properties of Bitumen
Kandhal Lecture 8 on Quality Control and Quality Assurance in Bituminous Construction (Handouts)
Ms Embankment Runway
7779_2_3.pdf
Tanzania Roads Agency_ Field Testing Manual
AMI Flow Analysis Results
تقرير 222
AP-C87-15_Austroads Glossary of Terms (2015 Edition)
Nordberg-vsi2
BOQ Excel
AQA-PROD2-W-CRF-10
is 1200_17-1985
Excel HYSYS Link Manipulate Oil Manager
Specification for Base & Surface Courses
DataSheet RCA RA Kingston Final
forno mufla.pdf
More From Asnan Khan
Bosch Letter
7th Sem Assignment
Particle Distribution Illustration
(Ch01)-Foundation of Individual Behavior - STD
CTIEMT
1-s2.0-S014102960asfasfd5000891-main
A Career in Geoinformatics and Remote Sensing - The Hindu
2011_9_ADVT_VIII
[Mordini] 3D Numerical Modeling RC Behavior
Ecology (M1)
Academic Calender Even Sem-2014
Details - Beam
STEEL TABLES.pdf
design of steel structure notes
Multibody Dynamics With Abaqus.pdf
Learn_Steel_2007_Limit_State_Design_of_Structural_Steel_Members.pdf
techNITi.pdf
Areas and Centroids of Geometric Shapes
Architectaks.pdf