ASTM E695-03(2015)e1

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of the standard as published by ASTM is to be considered the official document.
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Designation: E695 − 03 (Reapproved 2009) E695 − 03 (Reapproved 2015)
Standard Test Method of
Measuring Relative Resistance of Wall, Floor, and Roof
Construction to Impact Loading
This standard is issued under the fixed designation E695; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
ε NOTE—Units information was editorially corrected in March 2015.
1. Scope
1.1 This test method covers the measurement of the relative resistance of wall, floor, and roof construction to impact loading.
The test is not applicable to doors.
1.2 The values stated in SIinch-pound units are to be regarded as the standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2.1 ASTM Standards:
D1517 Terminology Relating to Leather
E73 Practice for Static Load Testing of Truss Assemblies
E575 Practice for Reporting Data from Structural Tests of Building Constructions, Elements, Connections, and Assemblies
E631 Terminology of Building Constructions
E661 Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact
Loads
2.2 Other Standards:
Fed. Spec. V-T-291E(1) Linen Thread
3. Terminology
3.1 Definitions—For definitions of terms related to this standard, see Terminology E631.
4. Significance and Use
4.1 The procedures outlined will provide data that can be used to evaluate the relative performance of wall, floor, and roof
constructions under conditions representative of those sustained in actual service when subjected to impact by a heavy blunt object.
See Test Method E661 for evaluation of floor and roof sheathing and Practice E73 for evaluation of roof trusses.
4.2 The method is intended to be applied to relatively light construction, including, but not limited to, wood floor and roof
systems, partitions framed with wood or steel studs, steel floor or roof decking systems, steel siding and wall panels, or thin
concrete and masonry walls or slabs and similar assemblies.
This test method is under the jurisdiction of ASTM Committee E06 on Performance of Buildings and is the direct responsibility of Subcommittee E06.11 on Horizontal
and Vertical Structures/Structural Performance of Completed Structures.
Current edition approved April 1, 2009March 1, 2015. Published May 2009March 2015. Originally approved in 1979. Last previous edition approved in 20032009 as
E695 – 03.E695 – 03 (2009). DOI: 10.1520/E0695-03R09.10.1520/E0695-03R15E01.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
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E695 − 03 (2015)
5. Summary of Method
5.1 Specimens of wall, floor, and roof construction are subjected to the impact force of a standard impact instrument. Wall
sections are tested in the vertical position. Floor and roof sections are tested only in the horizontal position. Because of the inherent
differences in the method of applying load, measurements obtained from tests in a horizontal mode are not comparable to
measurements obtained from tests in the vertical mode.
6. Apparatus for Floor and Roof Systems, Specimen Horizontal (see Fig. 1)
6.1 Supports, steel rollers, two, on a rigid base.
6.2 Impact Instrument, made with a shot-filled leather bag as specified in 6.2.1 – 6.2.6. (see Fig. 2.)
6.2.1 Leather—The leather used in construction of the bag should be harness leather (Note 1), oak tanned (Note 1) from packer
hides (Note 1) or latigo leather (Note 1), alum and vegetable tanned, or both. Leather thickness shall be expressed in ounces (Note
1) (1 oz = 0.4 mm (oz = ⁄64 in.)).in. (0.4 mm)).
NOTE 1—See Terminology D1517.
6.2.2 Thread—Thread used in fabrication of the bag shall be linen thread of four or more plys, meeting the requirements for
Type B, Class 1 or 2, of Fed. Spec. V-T-291E(1) (1).
6.2.3 Fabrication—The side of the bag shall be 710 mm (28 in.) high by 735 mm (29 in.)28 in. (710 mm) high by 29 in. (735
mm) in circumference, with a sidewall of 8-oz leather 3 mm ( ⁄8 in.)in. (3 mm) thick. The vertical edges shall be sewed together
flesh side out and the seam shall be reinforced with a piece of 8-oz leather overlapping 10 mm ( ⁄8 in.)in. (10 mm) each side. The
side shall then be turned hair side out and sewed to the bottom. The base (bottom disk) shall be 230 mm (9 in.)9 in. (230 mm)
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in diameter of 12-oz leather 5 mm ( ⁄16 in.)in. (5 mm) thick. The seam attaching the wall to the base shall be 6 mm ( ⁄4 in.)in. (6
mm) from the edge of the base. Two rows of stitching shall be used for the vertical wall seam and the seam attaching the wall to
the base.
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6.2.4 Hoisting Strap—The strap to hoist the bag shall be made from 8-oz leather 3 mm ( ⁄8 in.)in. (3 mm) thick by 16 mm ( ⁄8
in.)in. (16 mm) wide by 610 mm (24 in.)24 in. (610 mm) long. The strap shall be passed through holes, diametrically opposite,
in the side walls 40 mm (11 ⁄2 in.)in. (40 mm) from the top of the wall. These holes shall be reinforced with pieces of 8-oz leather
and 76 mm (3 in.)3 in. (76 mm) square. The leather strap shall be passed twice through a 50-mm (2-in.)2-in. (50-mm) diameter
lifting ring and the ends fastened by sewing, riveting, or by use of a buckle. To avoid excessive stretching of the leather wall or
failure of the vertical seam, a sleeve, made from 12-oz leather, of the same type as the base of the bag, shall be fitted to slip tightly
around the lower portion of the bag. This sleeve should be 250 mm (99 ⁄8 in.) in. (250 mm) high.
6.2.5 Shot—The bag shall be loosely filled with metal shot or pellets with diameters of 1 to 3.5 mm (0.039 to 0.138 in.).0.039
to 0.138 in. (1 to 3.5 mm). Two layers of 75-mm (3-in.)3-in. (75-mm) thick foam rubber or similar padding shall be placed over
the lead shot to prevent spillage during testing.
6.2.6 The total mass of the bag, including shot, shall be adjusted to the desired level with an accuracy of 61 %. The mass of
the bag may be adjusted to any specified mass, depending upon the information desired.
6.3 Measuring Sticks—A stick, laid off in 150-mm (6-in.)6-in. (150-mm) increments, or a series of sticks the lengths of which
are multiples of 152 mm (6 in.),6 in. (152 mm), to measure the height of drop accurately. A graduated sliding pointer, a standard
metal tape measure, or any similar device that can accurately measure the height of drop may be substituted.
6.4 Deflectometer, or other suitable deflectometer equipment, consisting of a metal tube having a base at the lower end and a
clamp at the upper end which supports, by friction, a light metal rod. The rod shall be movable inside the tube and shall be
graduated to 0.25-mm (0.01-in.)0.01-in. (0.25-mm) divisions.
FIG. 1 Impact Load Test (Specimen Horizontal)
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E695 − 03 (2015)
(1) Leather—Use harness leather (oak tanned from packer hides) or latigo leather (alum and vegetable tanned) (see Terminology D1517, E631 for definitions and terms)
(1-oz leather = ⁄64 in. (0.4 mm) thick).
(2) Thread—Use linen thread (minimum four-ply) in accordance with Fed. Spec. V-T-291E(1), Type B, Class 1 or 2. Double-stitch sidewall seam and seam attaching
sidewall to the base.
(3) Shot—Use shot (1 to 3.5 mm (0.039 to 0.138 in.)in. (1 to 3.5 mm) diameter). Fill bag with shot and cover with two layers of 76 mm (3 in.)3 in. (76 mm) foam rubber.
FIG. 2 Leather Drop Bag Assembly
6.5 Set Gage, consisting of a light, rigid frame having two legs at one end and one leg at the other end, with the distance between
the legs equal to the span of the specimen. A dial micrometer graduated to 0.025-mm (0.001-in.)0.001-in. (0.025-mm) divisions
shall be attached to the frame at midlength.
6.6 Gage Blocks, 300 by 300 mm (12 by 12 in.)12 by 12 in. (300 by 300 mm) in area, and constructed of metal or other hard
surface material.
6.7 Hold-Downs—Clamps or other restraining devices at the specimen ends to minimize translation.
7. Apparatus for Wall Systems, Specimen Vertical (see Fig. 3)
7.1 Steel Channels, for support of the specimen at top and bottom.
7.2 Rollers, cylindrical rollers and two supporting rollers.
7.3 Impact bag, measuring sticks, deflectometer, set gage, and g
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