ASTM D3617 D3617M-2007(2015)e1 Standard Practice for Sampling and Analysis of Built-Up Roof Systems During Application《施用中组合屋顶系统的取样和分析用标准实施规程》.pdf

《ASTM D3617 D3617M-2007(2015)e1 Standard Practice for Sampling and Analysis of Built-Up Roof Systems During Application《施用中组合屋顶系统的取样和分析用标准实施规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM D3617 D3617M-2007(2015)e1 Standard Practice for Sampling and Analysis of Built-Up Roof Systems During Application《施用中组合屋顶系统的取样和分析用标准实施规程》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D3617/D3617M 07 (Reapproved 2015)1Standard Practice forSampling and Analysis of Built-Up Roof Systems DuringApplication1This standard is issued under the fixed designation D3617/D3617M; the number immediately following the designation indicates theyear of original adoption or, in the ca

2、se 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.This standard has been approved for use by agencies of the U.S. Department of Defense.1NOTEUnits infor

3、mation was editorially corrected in June 2015.1. Scope1.1 This practice is a guide for removing specimens forbuilt-up bituminous roof systems during application, but beforethe application of flood coating and top surfacing, for deter-mining the approximate quantities of the components and thepossibl

4、e presence of moisture, or dry spots between plies, inthe field. Components may consist of:1.1.1 Insulation, when part of the roof membrane system,1.1.2 Plies of roofing felt,1.1.3 Interply layers of bituminous material, and1.1.4 Top coating, if present, before any surfacing aggregatehas been applie

5、d.1.2 This practice is applicable to both 914-mm 36-in. and1000-mm 3938-in. wide felt rolls.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used indepen

6、dently 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 any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and

7、 health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D226 Specification for Asphalt-Saturated Organic Felt Usedin Roofing and WaterproofingD227 Specification for Coal-Tar-Saturated Organic FeltUsed in Roofing and Waterpr

8、oofingD250 Standard Specification for Asphalt-Saturated AsbestosFelt Used in Roofing and Waterproofing (Withdrawn1991)3D2178 Specification for Asphalt Glass Felt Used in Roofingand WaterproofingD2626 Specification for Asphalt-Saturated and Coated Or-ganic Felt Base Sheet Used in RoofingD3158 Specifi

9、cation for Asphalt Saturated and Coated Or-ganic Felt Used in Roofing (Withdrawn 1983)3D3378 Specification for Asphalt-Saturated and Coated As-bestos Felt Base Sheet Used in Roofing (Withdrawn1985)33. Sampling3.1 Unless otherwise specified, take at least one specimenfor each separate roof, plus one

10、for each 929 m210 000 ft2;take specimens at random.3.2 Take additional specimens in which deficiencies areindicated in the membrane to determine the extent of thedeficient area.4. Test Specimen4.1 Sweep the surface of the membrane clean where eachtest specimen will be taken.4.2 For determining appro

11、ximate quantities of components,cut a 300- by 300-mm 12- by 12-in. specimen from themembrane using a template (Fig. 1).4.2.1 If the membrane is adhered to the insulation, removethe membrane with the adhering insulation.4.2.2 If the membrane is adhered directly to the roof deck,estimate the quantity

12、of bitumen remaining on the deck afterthe specimen is removed.1This practice is under the jurisdiction ofASTM Committee D08 on Roofing andWaterproofing and is the direct responsibility of Subcommittee D08.20 on RoofingMembrane Systems.Current edition approved June 15, 2015. Published June 2015. Orig

13、inallyapproved in 1977. Last previous edition approved in 2007 as D3617 07. DOI:10.1520/D3617_D3617M-07R15E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the st

14、andards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14.3 For the purpose of determining the felt spacing,

15、cut a100- by 111-mm 4- by 44-in. rectangular specimen from themembrane, using a template (Fig. 1) placed at right angles tothe long dimension of the felts.4.4 Identify each specimen by location and record thepresence of insulation or the estimated quantity of bitumenremaining on the deck.4.5 If prac

16、ticable, return the cut membrane specimen to itsoriginal location in the roof. Make adequate repairs to theroofing system, using at least the same number of felt plies asthe original roof membrane after testing.5. Procedure5.1 Remove insulation fully from the 300- by 300-mm 12-by 12-in. specimen, if

17、 present, being careful to remove as littlebituminous material as possible or leave the insulation in placeand later use manufacturers information to correct for itsweight. Determine the area of the specimen from three differ-ent measurements in each direction and weigh.5.2 Measure the individual fe

18、lts and calculate the area ofeach ply as in 5.1 (as a result of lapping not all plies will be thesame size as the original specimen).5.3 Visually check along the sample edges for moisturewithin the membrane and skips or dry spots between layers offelt.5.4 Determine the number of plies and lap spacin

19、g by visualexamination of the 100- by 1118-mm 4- by 44-in. specimen,if lap spacing is desired.6. Calculation (See Table 1 for Form and SampleComputation)6.1 Calculate the mass (weight) per unit area of the originalspecimen by dividing the specimens weight by its area (andmultiplying by 100 if U.S. c

20、ustomary units are used).6.2 Divide the sum of the individual felt areas by the area ofthe original specimen, and record as the “number of plies.”6.3 Calculate the mass per unit area of the saturated felts inthe original specimen by dividing the individual felt areas bythe area of the original speci

21、men, and then multiplying by thefollowing values. Add the masses per unit area for each felt tofind the total mass per unit area of the original felts. If all theplies are the same, multiply the assumed felt mass per unit areaby the number of plies (6.2). Use manufacturers informationfor components

22、not within the scope of the following specifi-cations:6.3.1 Specification D226Use 635 g/m213 lb/100 ft2 forType I; 1270 g/m226 lb/100 ft2 for Type II; and 830 g/m217lb/100 ft2 for Type III.6.3.2 Specification D227Use 635 g/m213 lb/100 ft2.6.3.3 Specification D250Use 635 g/m213 lb/100 ft2 forType I a

23、nd 1367 g/m228 lb/100 ft2 for Type II.6.3.4 Specification D2178Use 366 g/m27.5 lb/100 ft2for Type I; 474 g/m29.7 lb/100 ft2 for Type III; 342 g/m27.0lb/100 ft2 for Type IV; and 713 g/m214.6 lb/100 ft2 for TypeV.6.3.5 Specifications D2626 and D3378Use 1806 g/m237lb/100 ft2 for Type I and 1904 g/m239

24、lb/100 ft2 for Type II.6.3.6 Specification D3158Use 1416 g/m229 lb/100 ft2.DimensionSquare (4.2) Rectangular (4.3)mm in. mm in.A 300 12 100 4B 300 12 1000 40C 150 6 150 6D 40 1.5 40 1.5E 40 1.5 40 1.5F318 318FIG. 1 Dimensions of Templates for Roof SamplingD3617/D3617M 07 (2015)126.4 Calculate the to

25、tal interply bituminous material per unitarea by subtracting the mass of the saturated felts (6.3) andassumed mass of insulation (5.1), if any, from the mass per unitarea of the original specimen (6.1). Add the estimated mass ofbituminous material remaining on the deck (4.2.2), if any; orsubtract th

26、e weight of any bitumen, felt, or coating contributedby the insulation if insulation was removed, in consistent units.6.5 Calculate the average interply bituminous material perunit area by dividing the total mass per unit area of interplybitumen by the number of plies. If there is no bitumen belowth

27、e bottom ply, divide the mass of the bitumen by the numberof plies minus one.6.6 Calculate the total membrane mass per unit area byadding the mass per unit area of the felts and the total interplybitumen.6.7 Calculations should be carried out to the followingsignificance:6.7.1 Number of Plies, in th

28、e built-up roofing to the nearesthundredth of a ply.6.7.2 Mass of Felts, interply mopping, top coating, totalapplied bituminous material and surfacing to the nearest 1 g0.002 lb.6.7.3 Mass per Unit Area, to the nearest 10 g/m20.2 lb/100ft2.6.7.4 Dimension of Felts, to the nearest 1 mm 0.04 in. and0.

29、001 m20.01 ft2.6.7.5 ResultsRound mass per unit area to the nearest 50g/m21 lb/100 ft2 and number of plies to the nearest tenth.7. Report7.1 The report should include the following:7.1.1 Description of the deck and insulation, if any, overwhich the built-up roof membrane has been applied,7.1.2 Descr

30、iption of the built-up roof itself, includingtype(s) of roofing felts or sheets, nature and type of bituminousmaterial used, and type of surfacing to be applied,7.1.3 Location of each membrane specimen on the roof,7.1.4 Total mass per unit area of the membrane, of the totalapplied bitumen, and avera

31、ge of interply bituminous material,7.1.5 Type(s) and number of plies, and lap spacing; adiagram showing the number and lapping of felts is recom-mended. Report the number of felt plies to the nearest tenth,and7.1.6 Comments on the presence of any moisture or dryspots between plies observed.8. Keywor

32、ds8.1 felts; insulation; interply bituminous material; lap spac-ing; moisture; plies; surfacing; top coatingASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised t

33、hat determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapp

34、roved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you

35、feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual r

36、eprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the

37、 Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 1 Computation Form and Sample Computation for a Nominal Four-Ply, Built-Up Roof Mopped to InsulationLineRefer-enceIdentification Factor Component Computation ExampleSIUnitslb/100ft2A1 5.1 original specimen

38、 measured area 0.314 0.312 = 0.098 m22 5.1 original specimen (with insulation) measured mass 749 g36.1approximate specimen mass/unit area line (2)/line (1) 749/0.098 = 7640 g/m21564 5.2 individual felt areas sum of measuredareas0.046 + 3 (0.098)+ 0.065= 0.405 m25 6.2 number of plies line (4)/line (1

39、) 0.405/0.098 = 4.13 plies6 6.3 total felt mass per unit area line (5) (assumedfelt mass per unitarea)4.13 635 = 2620 g/m2547 5.1 insulation mass per unit area assumed roofinsulation mass900 g/m21886.4approximate total interply bitumenper unit arealine (3) line (6) line (7)7640 2620 900 = 4120 g/m28

40、496.5approximate average interply bitu-men per unit arealine (8)/line (5) 4120/4.13B= 1000 g/m22010 6.6 total membrane mass per unitarealine (6) + line (8) 2620 + 4120 = 6740 g/m2138AUse conversion factor of 0.020 48.BIf no mopping is attached to the bottom of the lowest ply, reduce the number of plies (from line 5) by one.D3617/D3617M 07 (2015)13