1、Designation: D7530/D7530M 17Standard Specification forSelf-Adhesive Glass Fiber Fabric Reinforced PolymerModified Asphalt Steep Slope Roll Roofing Surfaced withMineral Granules1This standard is issued under the fixed designation D7530/D7530M; the number immediately following the designation indicate
2、s 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 prefabricated, self-
3、adhesive,glass fiber fabric reinforced, polymer-modified asphalt rollroofing, with granule surfacing, designed for steep slopeapplications. These products use polymer modifiers in their topand bottom coatings. These products have an adhesive bottomlayer which is exposed by removal of a peel-away pro
4、tectiverelease paper or film sheet.1.2 The specified tests and property limits used to charac-terize the sheet materials are intended to establish minimum, ormaximum properties. In-place roof system design criteria, suchas fire resistance, field strength, impact/puncture resistance,material compatib
5、ility, uplift resistance, and others, are factorsbeyond the scope of this material specification. Factors regard-ing the suitability of specific roof constructions or applicationtechniques are beyond this scope.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately
6、 as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.4 This standard does not purport to address all of thesafety concerns, if
7、any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognize
8、d principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D903 Test Method for Peel
9、 or Stripping Strength of Adhe-sive BondsD1079 Terminology Relating to Roofing and WaterproofingD4977/D4977M Test Method for Granule Adhesion to Min-eral Surfaced Roofing by AbrasionD5147/D5147M Test Methods for Sampling and TestingModified Bituminous Sheet Material3. Terminology3.1 Definitions:3.1.
10、1 For definitions of terms used in this specification, referto Terminology D1079.3.1.2 ultimate elongation, nthe elongation measured onthe load-elongation curve at which point the load has droppedto 5 % of its maximum value, after the peak load has beenreached.4. Materials and Manufacture4.1 In the
11、process of manufacture, the reinforcing mat isimpregnated and coated on its top and bottom sides withpolymer modified asphalt coatings. The polymer modifiedasphalt coatings are permitted to be compounded with amineral stabilizer. The coating on the bottom side shall featureself-adhesive properties.4
12、.2 The sheet is surfaced on the weather side with mineralgranules, except for any selvage.5. Physical Properties5.1 The sheet shall conform to the minimum physicalproperties prescribed in Table 1.5.2 The finished product shall not crack nor be so sticky asto cause tearing or other material damage up
13、on being unrolledat any product temperature between 4 and 60C 40 and 140F1This specification is under the jurisdiction of ASTM Committee D08 onRoofing and Waterproofing and is the direct responsibility of Subcommittee D08.02on Steep Roofing Products and Assemblies.Current edition approved July 1, 20
14、17. Published July 2017. Originally approvedin 2010. Last previous edition approved in 2010 as D7530/D7530M 10.DOI:10.1520/D7530_D7530M17.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume
15、information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standard
16、ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1or at a lower temperature if the manufacturer allows applica-tion at such lower temperature.
17、5.3 The release paper, or film sheet, shall not tear duringremoval.6. Dimensions and Permissible Variations6.1 The width and area of the finished product shall conformto the following:6.1.1 The width of the roll shall be as agreed between thepurchaser and the seller and shall not vary more than 1 %.
18、6.1.2 The area of the roll shall be no less than as agreedbetween the purchaser and the seller.7. Workmanship, Finish, and Appearance7.1 The reinforcement shall be coated completely in acontinuous, unbroken film and shall be free of such defects asholes, tears, cracks, wrinkles, or permanent deforma
19、tions,blisters, ragged or untrue edges, and areas of uncoated rein-forcement.7.2 The surface of the weather side, exclusive of anyselvage, shall be uniform in finish and texture.7.3 The mineral granules shall be distributed in a uniformlayer over the entire surface, excluding any selvage, and shallb
20、e embedded firmly in the polymer modified asphalt coating.The line of demarcation between the granule-surfaced portionof the weather side and any selvage shall be straight andparallel to the edges of the sheet.7.4 When unrolled on a smooth plane, the sheet shall bestraight and true so that the lap s
21、hall completely cover theselvage width without wrinkles, buckles, or fishmouths andwithout allowing any asphalt to show through.8. Sampling and Test Methods8.1 Sample the material and determine the properties de-scribed in this specification in accordance with Test MethodsD5147/D5147M, unless otherw
22、ise indicated.8.2 ConditioningUnless otherwise specified, conditiontest specimens for at least4hat236 2C 73 6 4F and 506 10 % relative humidity prior to testing.8.3 Ultimate ElongationSample the material and deter-mine the ultimate elongation at 23 6 2C 73 6 4F inaccordance with Test Methods D5147/D
23、5147M (Section 7) andas defined in 3.1.2.8.4 Adhesion to PlywoodThis test method covers thedetermination of the adhesive properties of the product sheetsto plywood, as set forth in Test Method D903 except as notedbelow.8.4.1 ConditioningTesting is to be performed at twotemperatures, 23 6 2C 73 6 4F
24、and 4 6 1C 40 6 2F.Materials used to construct test specimens, including theplywood and the roller, must be conditioned at the testtemperature for at least 4 h prior to assembly. Similarly, the testassembly (specimen adhered to plywood) must be conditionedat the test temperature for at least 1 h pri
25、or to testing.8.4.2 Specimen Preparation:8.4.2.1 The test specimen shall consist of one piece ofproduct sheet, 75 6 2by2006 2mm36 0.125 by 8 6 0.125in., overlapped and bonded to an area of 9400 mm215 in.2,75 by 125 mm 3 by 5 in., of the top surface of a piece ofplywood, 75 by 150 mm 3 by 6 in. so th
26、at the last inch of theplywood (a strip 25 by 75 mm 1 by 3 in.) is exposed forsubsequent gripping in the test machine, and 75 mm 3 in. ofthe product is available for gripping in the test machine. Theplywood shall be 6 mm 14 in. minimum thickness, APATABLE 1 Physical Properties of Self-Adhesive Glass
27、 Fiber Fabric Reinforced Polymer Modified Asphalt Steep Slope Roll RoofingSurfaced with Mineral GranulesA,BProperty SI inch-poundThickness, min, mm mils 3 120Peak Load at 18 2C 0 4F, MD and XMD, min,before and after heat conditioning, kN/m lbf/in.10 57Elongation at 18 2C 0 4F, MD and XMD, min, atPea
28、k Load, before and after heat conditioning, %1Peak Load at 23 2C 73 4F, MD and XMD, min,before and after heat conditioning, kN/m lbf/in.4.4 25Elongation at 23 2C 73 4F, MD and XMD, min, atPeak Load, before and after heat conditioning, %2Ultimate Elongation at 23 2C 73 4F, MDand XMD, min, before and
29、after heat conditioning, %3Tear strength at 23 2C 73 4F, min, N lbf 89 20Low temperature flexibility, max, before and after heatconditioning, C F0 32Adhesion to plywood, at 4 1C 40 2F, min, N/m,lbf ft30 2Adhesion to plywood, at 23 2C 73 4F, min, N/m,lbf ft180 12Side Lap Integrity (Head of Water Test
30、) PassDimensional stability, max, % 0.5Thermal stability at 70C 158F, max, mm in. 3 0.1Granule loss, max, g 2.0AThe properties in this table are “as manufactured” unless otherwise noted.BSee Appendix X1.D7530/D7530M 172Grade, Exposure 1, and the product shall be adhered to thesurface intended for ex
31、posure. The plywood must not be reusedfor testing.8.4.2.2 Roll test specimen three times back and forth with aroller which has a mass of 12 kg 26 lb 60.5 %, diameter of125 mm 5 in. 65 %, and width of 125 mm 5 in. 65 %. Rollat a rate of 2 to 3 s per back and forth cycle.8.4.2.3 At least five specimen
32、s shall be tested for each testtemperature.8.4.2.4 The specimens shall be assembled individually.Cutting specimens to size after assembly may influence the testresults.NOTE 1Adhesion to other potential wood deck materials and sub-strates may also be determined by this test method.8.4.3 Apparatus:8.4
33、.3.1 Perform the test in a constant rate of extension typetest machine.8.4.3.2 The rate of travel of the crosshead shall be 50 mm2 in. min 63 %. This rate, which provides a laminate sepa-ration rate of 25 mm 1 in./min 63 %, shall be uniformthroughout the test.8.4.4 Procedure:8.4.4.1 Separate the fre
34、e end of the sheet from the plywoodfor a distance of about 50 mm 2 in. leaving about 75 mm 3in. of bonded length. Place the specimen in the testingmachine by clamping the free end of the plywood in the fixedgrip, turning back the free end of the sheet and clamping it inthe other grip. Maintain the s
35、pecimen in the approximate planeof the clamps during the test. Peel at least three quarters of thebonded area, even though a peel or stripping value may beindicated before this point.8.4.5 CalculationDetermine the peel strength as the aver-age load line that accommodates the recorded curve. Recordth
36、e load so indicated, corrected for any initial off-zero startingpoint caused by the weight of the test assembly.8.4.6 ReportingFor each series of tests, report the numberof measurements, the average, and the standard deviation of allthe test values in N/m of width lbf/ft of width. The averageshall b
37、e used for comparison with the requirements in Table 1.8.5 Thermal StabilityThis test method determines thethermal stability of the product sheets.8.5.1 Specimens:8.5.1.1 The test assembly shall consist of one specimen ofproduct sheet, 100 6 3mm24 6 0.125 in.2, centered andbonded (as described in 8.
38、4.2.2) to one piece of14-in. thickplywood, (APA Grade, Exposure 1) 150 6 3by2006 3mm6 6 0.125 by 8 6 0.125 in. Center the product sheet relativeto the 150 mm 6 in. width of the plywood; position the sheetso the top edge is 25 6 3mm16 0.125 in. below one of the150 mm 6 in. edges of the plywood; and b
39、ond the sheet to theplywood. Using a fine-point permanent marker, draw a linelocated at the bottom edge of the product sheet completelyacross the 150 mm 6 in. width of plywood.8.5.1.2 At least one specimen from each sample roll.8.5.2 Procedure:8.5.2.1 Set specimens at a 45 angle in a hot air circula
40、tingoven maintained at 70 6 2C 158 6 4F for 14 days.8.5.2.2 At the end of the oven-exposure period, allowspecimens to equilibrate to 23 6 2C 73 6 4F and 50 610 % relative humidity for at least 4 h.8.5.2.3 From the line that was drawn along the bottom edgeof the product sheet, measure to the nearest
41、1 mm 0.05 in. thefurthest points of modified asphalt flow at five equally spacedlocations across the width of the specimen. For each specimen,calculate the flow across the lower edge by averaging thevalues determined at the five equally spaced locations.8.5.3 ReportReport the average of the individu
42、al speci-men averages calculated in 8.5.2.3. The average of the indi-vidual specimen averages calculated in 8.5.2.3 shall be used forcomparison with the requirement in Table 1.8.6 Side Lap Integrity (Head of Water Test)8.6.1 This test method determines the waterproof integrityof side lap seams forme
43、d according to the manufacturersinstructions or rolled as described in 8.4.2.2 at 23 6 2C 736 4F.8.6.2 Specimens:8.6.2.1 The test specimen shall consist of two pieces ofsheet, one with a salvage along the longer dimension, 200 by300 mm 8 by 12 in. 65 % with the centerline of the selvagecentered on a
44、 piece of 10-mm 38-in. minimum thick, 300 by300 mm 12 by 12 in. 65 %APAGrade, Exposure 1 plywood.The second sample (no selvage) shall have dimensions of 200by 250 mm 8 by 10 in. 65%.8.6.2.2 At least one specimen shall be tested for eachsample roll.8.6.3 Procedure:8.6.3.1 At room temperature (23 6 2C
45、 73 6 4F), peelthe entire release paper or film off the first self-adhesive sheetand place the sheet on the plywood. Roll the sheet as describedin 8.4.2.2. Place the second sheet (with release film partiallypeeled off only to expose bottom coating to cover just theselvage) over the selvage positione
46、d in a way to allow 25 mm1 in. 65 % of the salvage below to be exposed per Fig. 1 andpress down the edges of the sheet manually with fingerpressure just hard enough to keep them from lifting. Roll overthe lap as specified in 8.4.2.2. The top sheet must only beadhered over the selvage, and must be lo
47、ose over plywood pastthe selvage area.8.6.3.2 Cut the bottom out of a 4-L 1-gal can with a canopener and center it, bottom side down, on the membranecentering it with the inner edge of the salvage. Apply a 6-mm0.25-in. bead of silicone sealant completely around theoutside rim of the can to bond it t
48、o the membrane. As shown inFig. 1, apply the bead of caulk around all three edges of theupper membrane until the end of the salvage area. Allow 2 hfor the sealant to set, then apply another bead around the insiderim of the can.8.6.3.3 After waiting 24 h at ambient temperature for thesealant caulking
49、 to cure, fill the can to a depth of 125 mm 5in. with deionized or distilled water. Set the test assembly overa container capable of catching all the water in case there is aleak. Place the entire assembly in a refrigeration unit main-tained at 4 6 1C 40 6 2F for a period of three days.8.6.3.4 At the conclusion of the test, remove the testassembly fro
