ASTM D1970 D1970M-2013 Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection《冰坝防护用途用于陡屋顶屋面衬.pdf

《ASTM D1970 D1970M-2013 Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection《冰坝防护用途用于陡屋顶屋面衬.pdf》由会员分享，可在线阅读，更多相关《ASTM D1970 D1970M-2013 Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection《冰坝防护用途用于陡屋顶屋面衬.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D1970/D1970M 11D1970/D1970M 13Standard Specification forSelf-Adhering Polymer Modified Bituminous Sheet MaterialsUsed as Steep Roofing Underlayment for Ice DamProtection1This standard is issued under the fixed designation D1970/D1970M; the number immediately following the designation in

2、dicates theyear of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers polymer modifi

3、ed bituminous sheet materials intended for use as underlayment on roof eaves, orvalleys, or both, to prevent leakage of shingle, tile, or metal roofs from water back-up due to ice dams.1.2 These underlayment sheets have a sticky adhesive layer which is exposed by removal of a protective sheet. The t

4、op surfaceis suitable to work on during the application of the exposed roofing.1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used independently of t

5、he other. Combining values from thetwo systems may result in non-conformance with the standard.1.4 The following safety hazards caveat pertains to the test methods portion, Section 7, of this standard.This standard does notpurport to address all of the safety concerns, if any, associated with its us

6、e. It is the responsibility of the user of this standard toestablish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D228 Test Methods for Sampling, Testing, andAnalysis ofAsphalt Roll Roofing,

7、Cap Sheets, and Shingles Used in Roofing andWaterproofingD903 Test Method for Peel or Stripping Strength of Adhesive BondsD1079 Terminology Relating to Roofing and WaterproofingD1204 Test Method for Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated TemperatureD2523 Pr

8、actice for Testing Load-Strain Properties of Roofing MembranesD4073 Test Method for Tensile-Tear Strength of Bituminous Roofing MembranesD5147 Test Methods for Sampling and Testing Modified Bituminous Sheet MaterialE96/E96M Test Methods for Water Vapor Transmission of Materials3. Terminology3.1 Defi

9、nitionsFor definitions of terms used in this specification, refer to Terminology D1079.3.2 Definitions of Terms Specific to This Standard:3.2.1 lotfor the purpose of sampling, a lot shall consist of all material manufactured in one production run (not to exceed 24h) using the same source of raw mate

10、rials.4. Workmanship, Finish, and Appearance4.1 The underlayment sheet shall be supplied in roll form.1 This specification is under the jurisdiction of ASTM Committee D08 on Roofing and Waterproofing and is the direct responsibility of Subcommittee D08.02 on SteepRoofing Products and Assemblies.Curr

11、ent edition approved June 15, 2011June 15, 2013. Published June 2011July 2013. Originally approved in 1990. Last previous edition approved in 20092011 asD1970 09.D1970 11. DOI: 10.1520/D1970_D1970M-11.10.1520/D1970_D1970M-13.2 For referencedASTM standards, visit theASTM website, www.astm.org, or con

12、tactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have be

13、en made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official documen

14、t.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14.2 The underlayment sheet shall be substantially uniform in thickness and appearance. It shall be free of visible defects suchas holes, ragged or untrue edges, breaks, cracks, tears,

15、protuberances, and indentations, except for those perforations orprotuberances which are intentional.4.3 The surface of the underlayment sheet shall be designed to provide traction and slip resistance to the applicator.NOTE 1The intent of 4.3 is to recognize that surface slipperiness is important wh

16、en working on a roof and, while no test method is specified in thisstandard, several methods for assessing the relative slipperiness of surfaces are available. It is the further intent of this paragraph to ensure that, whatevermethod is used, the friction coefficient or resistance to slipping of the

17、 surface of these products should be at least as great as asphalt-saturated felt shingleunderlayment tested under the same conditions of temperature and wetness as agreed between purchaser and seller.4.4 Sheet sections shall be suitable for joining by the manufacturers recommended procedure. The ent

18、ire lower surface of theunderlayment sheet shall be capable of being fully adhered to the roof deck.5. Physical Requirements5.1 The underlayment sheet shall conform to the physical requirements prescribed in Table 1.5.2 The underlayment sheet shall not crack nor be so sticky as to cause tearing or o

19、ther damage upon being unrolled at materialtemperatures between 4.4 and 60C 40 and 140F.6. Sampling6.1 From each lot of underlayment sheet, select sample rolls in accordance with Test Methods D228.6.2 The rolls so selected shall constitute the representative sample used for all subsequent observatio

20、ns and tests pertaining tothe lot of material being examined.7. Test Methods7.1 ConditioningUnless otherwise specified, condition test specimens for at least 4 h at 23 6 2C 73.4 6 3.6F and 50 65 % relative humidity prior to testing.7.2 Thickness:7.2.1 Measure the thickness of the shingle underlaymen

21、t in accordance with Test Methods D5147.7.2.2 Report the number of measurements, the average and standard deviation across the sheet.7.3 Maximum Load and Elongation at BreakThis test method covers the determination of the maximum load and elongationat break of the underlayment sheets, as set forth i

22、n Practice D2523 except as noted below.7.3.1 Specimens:7.3.1.1 Prepare five specimens from each sample roll in both the longitudinal and transverse directions. Specimens shall be 25mm 1 in. 65 % wide by a minimum of 150 mm 6 in. 65 % long. For materials with high elongation the length of the samplem

23、ay be reduced to 100 mm 4 in. 65 % if necessary to avoid limitations imposed by dimensions of the test machine.7.3.2 Procedure:TABLE 1 Physical Requirements of Self-Adhering PolymerModified Bituminous Sheet Materials Used as Steep RoofingUnderlayment for Ice Dam ProtectionProperty SI Inch-PoundThick

24、ness, min 1.0 mm 40 milsMaximum load, minLongitudinal 4.4 kN/m 25 lbf/in.Transverse 4.4 kN/m 25 lbf/in.Elongation at break, min of modifiedbitumen portion10 %Adhesion to plywood, min at 40F 0.92 kgf/30.5 cm 2.0 lbf/ft widthAdhesion to plywood, min at 75F 5.44 kgf/30.5 cm 12.0 lbf/ft widthThermal sta

25、bility, max 3 mm 0.1 in.Flexibility temperature 29C 20FTear resistanceLongitudinal, min 89 N 20 lbfTransverse, min 89 N 20 lbfMoisture vapor permeance, max 5.7 ng/Pa.S.M.2 0.1 U.S. PermsSealability around nail passWaterproof integrity after low temperatureflexibilitypassWaterproof integrity of lap s

26、eam passSlip resistance Greater than asphalt saturated feltwhen tested under the sameconditions of temperature andwetness (see Note 1)D1970/D1970M 1327.3.2.1 Condition each specimen at least 2 h at 23 6 2C 73.4 6 3.6F.7.3.2.2 Use a constant rate of elongation (CRE) tension testing machine, preferabl

27、y with automatic load and strain recordingequipment and clamps that permit a uniform clamping pressure on the specimen without slipping. The initial clamp separation shallbe a minimum of 75 mm 3 in. 65 % for sheets having an ultimate elongation of 75 % or less at 23.9C 75F and 50 mm 2in. 65 % for sh

28、eets having an ultimate elongation greater than 75 % at 23.9C 75F.7.3.2.3 Maintain a rate of separation of 50 mm 2 in. 63 % per min.7.3.2.4 Record the percent elongation of each specimen at the visual break of the modified bitumen portion using anextensiometer, or mark the extension at visual break

29、of the modified bitumen portion from the chart of the stress versus time(knowing the speed of the chart drive and the jaw separation rate).7.3.2.5 Record the maximum load attained by each specimen.7.3.3 Calculation:7.3.3.1 Determine the percent elongation at break of the modified bitumen portion obt

30、ained from the extensiometer inaccordance with the manufacturers instructions, or read directly. Calculate the percent elongation from the chart as follows:%Elongation5ab 3100% (1)where:a = extension at modified bitumen break (extension at break on chart jaw separation rate divided by chart speed),

31、andb = initial jaw separation.7.3.3.2 Determine the average percent elongation at break of the modified bitumen portion in each direction.7.3.3.3 Calculate the average maximum load in each direction.7.3.4 ReportFor each set of five specimens in each direction report the individual measurements, the

32、average and standarddeviation for the size of specimen (initial length between jaws), maximum load in kN/m lbf/in., percent elongation at modifiedbitumen break, and method of determining elongation.7.4 Adhesion to PlywoodThis test method covers the determination of the adhesive properties of the und

33、erlayment sheets toplywood, as set forth in Test Method D903 except as noted below.7.4.1 Specimen Preparation:7.4.1.1 The test specimen shall consist of one piece of underlayment sheet, 75 6 2 by 200 6 2 mm 3 6 0.125 by 8 6 0.125in., bonded for 15 in.2 (75 125 mm) 3 by 5 in. to one piece of 6 mm 14

34、in. minimum thick plywood, APA Grade, Exposure1, 75 by 150 mm 3 by 6 in. The plywood must not be reused for testing.7.4.1.2 Roll test specimen three times back and forth with a roller which has a mass of 11.8 kg 26 lb 60.5 %, diameter of 125mm 5 in. 65 %, and width of 125 mm 5 in. 65 % (2 to 3 s per

35、 cycle).7.4.1.3 At least five specimens shall be tested for each test temperature.7.4.1.4 It is recommended that specimens be assembled individually. Cutting specimens to size after assembly may influencethe test results.7.4.2 ConditioningThe test shall be performed at 23 6 2C 73.4 6 3.6F and 4 6 2C

36、 39.2 6 3.6F. Materials used toconstruct test specimens and the roller, must be conditioned at the test temperature for at least 4 h prior to assembly. Similarly,test specimens must be conditioned at the test temperatures for at least 1 h prior to testing.NOTE 2Adhesion to other potential wood deck

37、materials may be determined by this test method, but it has been observed that substrates such asAPAapproved nonveneer sheets typically give greater adhesion values than the minimum specified in this standard for plywood.7.4.3 Apparatus:7.4.3.1 Perform the test in a constant rate of extension type t

38、ester.7.4.3.2 The rate of travel of the power-actuated grip shall be 50 mm 2 in./min 63 %. This rate which provides a laminateseparation rate of 25 mm 1 in./min 63 % shall be uniform throughout the test.7.4.4 Procedure:7.4.4.1 Conduct the test after the test specimens have been conditioned at the te

39、st temperature (in the environmental chamber)for 15 min.7.4.4.2 Separate the free end of the underlayment sheet from the plywood for a distance of about 50 mm 2 in. leaving about75 mm 3 in. of bonded length. Place the specimen in the testing machine by clamping the free end of the plywood in one gri

40、p,turning back the free end of the sheet and clamping it in the other grip. Maintain the specimen in the approximate plane of theclamps during the test. Peel at least three quarters of the bonded area, even though a peel or stripping value may be indicated beforethis point.7.4.5 CalculationDetermine

41、 the peel strength on the chart as the average load line that will visually accommodate therecorded curve. Record the load so indicated, corrected for tare.7.4.6 ReportingFor each series of tests, report the number of measurements, the average, and the standard deviation of all thetest values in kg/

42、30.5 cm width lb/ft of width.D1970/D1970M 1337.5 Thermal StabilityThis test method determines the thermal stability of the underlayment sheets as set forth in Test MethodD1204, except as noted below.7.5.1 Specimens:7.5.1.1 The test specimen shall consist of one piece of underlayment sheet, 100 6 2 b

43、y 100 6 2 mm 4 6 0.125 by 4 6 0.125in., centered and bonded (as described in 7.4.1) to one piece of 14-in. thick plywood, (APA Grade, Exposure 1) 150 6 2 by 2006 2 mm 6 6 0.125 by 8 6 0.125 in.7.5.1.2 At least five specimens shall be tested for each sample roll.7.5.2 Procedure:7.5.2.1 Set specimens

44、at a 45 angle in a hot air circulating oven maintained at 70 6 2C 158 6 4F for 14 days.7.5.2.2 At the end of the oven-exposure period, allow specimens to equilibrate to 23.9 6 1.1C 75 6 2F and 50 6 5 %relative humidity for at least 4 h.7.5.2.3 From the lower edge of the sheet measure to the nearest

45、2.5 mm 0.1 in. the furthest point of modified bitumen flow.Estimate the average flow across the entire lower edge of the sample.7.5.3 ReportReport the individual specimen values, the average and the standard deviation.7.6 Low Temperature Flexibility This test method determines the low temperature fl

46、exibility of the underlayment sheets. Forthe sheet material to be given a pass rating in this test, the specimen must demonstrate either no visible signs of cracking in thesheet after bending at the test temperature through an angle of 180 6 5 around a 25 mm 1 in. 65 % diameter mandrel in 2 61 s, or

47、 minor surface cracking is observed in the sheet and the head of water test, performed on a sheet of material that has beensubjected to this bending.7.6.1 SpecimensPrepare five specimens from each roll in both the longitudinal and transverse direction for each temperatureto be tested. Specimens shal

48、l be 25 mm 1 in. 65 % wide by 150 mm 6 in. 65 % long.7.6.2 ConditioningTest at the temperature specified for compliance in Table 1 (29C 20F). Allow the refrigeration unit,mandrel and specimens to equilibrate for a minimum of 2 h.7.6.3 Procedure:7.6.3.1 After the specimens have been conditioned, posi

49、tion the center of the specimen firmly on the mandrel with theweathering side up. Bend the projecting ends without exerting any stress other than that required to keep the specimen in contactwith the mandrel. Complete the entire procedure inside the refrigerated unit within 261 s. Bend the specimen until the projectingends of the specimen are parallel to each other keeping the bottom surface in contact with the mandrel through an arc of 180 65. Repeat