ASTM D6256/D6256M-99
(Specification)Standard Specification for Wood-Cleated Shipping Boxes and Skidded, Load-Bearing Bases
Standard Specification for Wood-Cleated Shipping Boxes and Skidded, Load-Bearing Bases
SCOPE
1.1 This specification covers the fabrication of new wood-cleated boxes with skidded, load-bearing bases. Boxes covered by this specification are designed for nonregulated domestic and overseas shipment of loads less than 2500 lb [1134 kg] and not greater than 16 ft [4877 mm] in length (see 9.1). Regulated commodities shipments may require better boxes than those specified herein (see 9.2).
1.2 The performance of wood-cleated boxes with skidded, load-bearing bases is dependent on their fabricated components; therefore, a variety of types, styles, and classes reflecting varied performance are specified. This specification, however, does not cover box performance under all atmosphere, handling, shipping and storage conditions.
1.3 If the use of other construction methods or techniques are acceptable and permitted (see 5.1.18), the resulting packaging systems shall be of equal or better performance than would result from the use of these specified materials and procedures. The appropriate distribution cycle specified in Practice D 4169 can be used to develop comparative procedures and criteria.
1.4 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the standard. See IEEE/ASTM SI 10 for conversion of units.
1.5 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.
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Designation: D 6256/D 6256M – 99
Standard Specification for
Wood-Cleated Shipping Boxes with Skidded, Load-Bearing
Bases
This standard is issued under the fixed designation D 6256/D 6256M; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope D 996 Terminology of Packaging and Distribution Environ-
ments
1.1 This specification covers the fabrication of new wood-
D 1990 Practice for Establishing Allowable Properties for
cleated boxes with skidded, load-bearing bases. Boxes covered
Visually-Graded Dimension, Lumber from In-Grade Tests
by this specification are designed for nonregulated domestic
of Full-Size Specimens
and overseas shipment of loads less than 2500 lb [1134 kg] and
D 3951 Practice for Commercial Packaging
not greater than 16 ft [4877 mm] in length (see 9.1). Regulated
D 3953 Specification for Strapping, Flat Steel and Seals
commodities shipments may require better boxes than those
D 4169 Practice for Performance Testing of Shipping Con-
specified herein (see 9.2).
tainers and Systems
1.2 The performance of wood-cleated boxes with skidded,
D 4727/D 4727M Specification for Corrugated and Solid
load-bearing bases is dependent on their fabricated compo-
Fiberboard Sheet Stock (Container Grade) and Cut
nents;therefore,avarietyoftypes,styles,andclassesreflecting
Shapes
varied performance are specified. This specification, however,
D 6251/D 6251M Specification for Natural Wood-Cleated
does not cover box performance under all atmosphere, han-
Panelboard Shipping Boxes
dling, shipping and storage conditions.
D 6039 Specification for Crates, Wood, Open and Covered
1.3 If the use of other construction methods or techniques
D 6199 Practice for Quality of Wood Members of Contain-
are acceptable and permitted (see 5.1.18), the resulting pack-
ers and Pallets
aging systems shall be of equal or better performance than
F 1667 Specification for Driven Fasteners, Nails, Spikes,
would result from the use of these specified materials and
and Staples
procedures. The appropriate distribution cycle specified in
IEEE/ASTM SI 10 Standard for Use of the International
Practice D 4169 can be used to develop comparative proce-
System of Units (SI): The Modern Metric System
dures and criteria.
2.2 Federal Specifications:
1.4 The values stated in either inch-pound units or SI units
TT-W-572 Wood Preservative: Water-Repellent
are to be regarded separately as standard. Within the text, the
PPP-B-601 Boxes, Wood, Cleated-Plywood
SI units are shown in brackets. The values stated in each
2.3 Code of Federal Regulations:
system are not exact equivalents; therefore, each system must
CFR Parts 107–180 Title 49, Hazardous Materials Regula-
be used independently of the other. Combining values from the
tions
two systems may result in nonconformance with the standard.
2.4 APA—The Engineered Wood Association Standard:
See IEEE/ASTM SI 10 for conversion of units.
PS1-95 Construction and Industrial Plywood
1.5 This standard does not purport to address all of the
2.5 American Society of Mechanical Engineers (ASME)
safety concerns, if any, associated with its use. It is the
Standards:
responsibility of the user of the standard to establish appro-
B18.2.1 Square and Hex Bolts and Screws—Inch Series
priate safety and health practices and determine the applica-
B18.2.2 Square and Hex Nuts (Inch Series)
bility of regulatory limitations prior to use.
2. Referenced Documents
Annual Book of ASTM Standards, Vol 15.09.
Annual Book of ASTM Standards, Vol 04.10.
2.1 ASTM Standards:
Annual Book of ASTM Standards, Vol 15.08.
Annual Book of ASTM Standards, Vol 14.02.
Available from the Federal Supply Service Bureau, Specification Section, Suite
8100, 480 L’Enfant Plaza, SW, Washington, DC 20408.
1 7
This specification is under the jurisdiction of ASTM Committee D-10 on Available from the Superintendent of Documents, U.S. Government Printing
Packaging and is the direct responsibility of Subcommittee D10.26 on Wooden Office, Mail Stop: SSOP, Washington, DC 20402–9328.
Crates, Pallets and Skids. Available fromAPA–The Engineered WoodAssociation, 7011 S. 19th St., P.O.
Current edition approved Oct. 10, 1999. Published December 1999. Originally Box 11700, Tacoma, WA 98411–0700.
published as D 6256/D 6256M – 98. Last previous edition D 6256/D 6256M – 98.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 6256/D 6256M
B18.2.3.8M Metric Hex Lag Screws 3. Terminology
B18.2.4.2M Metric Hex Nuts, Style 2
3.1 Definitions—General definitions for packaging and dis-
B18.5 Round Head Bolts (Inch Series)
tribution environments are found in Terminology D 996.
B18.5.2.2M Metric Round Head Square Neck Bolts
B18.22M Metric Plain Washers
4. Classification
B18.22.1 Plain Washers
4.1 Type:
2.6 Hardwood Plywood and Veneer Association Standard:
HPVA HP-1-1994 Hardwood and Decorative Plywood
4.1.1 Type I—Plywood base (see Fig. 1).
2.7 National Motor Freight Traffıc Association Standard:
4.1.2 Type II—Lumber base (see Fig. 1).
National Motor Freight Classification
4.2 Class:
2.8 Uniform Classification Committee Standard:
12 4.2.1 Class 1—Domestic.
Uniform Freight Classification
4.2.2 Class 2—Overseas.
4.3 Style:
4.3.1 Style A—Regular cleating arrangement (see Fig. 2).
9 4.3.2 Style B—Lock corner cleating arrangement (see Fig.
Available from theAmerican Society of Mechanical Engineers, 345 E. 47th St.,
New York, NY 10017, American National Standard Institute (ANSI) adopted. 2).
Available from Hardwood Plywood and Veneer Association, P.O. Box 2789,
4.4 Treatment:
Reston, VA 22090–0789, American National Standards Institute (ANSI) adopted.
AvailablefromNationalMotorFreightTrafficAssociation,AmericanTrucking
4.4.1 Treatment A—Without preservative treatment.
Associations, 2200 Mill Road, Alexandria, VA 22314.
12 4.4.2 Treatment B—With preservative treatment.
Available from the Uniform Classification Committee, Tariff Publishing
Officer, 151 Ellis St. N.E., Suite 200, Atlanta, GA 30335.
FIG. 1 Base Types
D 6256/D 6256M
FIG. 2 Box Styles
5. Ordering Information 5.1.3 Type of base flooring (see Section 4).
5.1.4 Whenplywoodissandedortreated(see4.4and6.1.2).
5.1 Purchasers should select the preferred permitted options
5.1.5 If beveling of skids is required (see 6.2).
and include the following information in procurement docu-
5.1.6 Contents weight (see Table 1).
ments:
5.1.7 If rubbing strips are required (see 6.2.4).
5.1.1 Specification title, number, and date.
5.1.2 Box type, style, and class required (see Section 4).
5.1.8 Type of superstructure (see 6.2.5).
D 6256/D 6256M
5.1.9 Joist requirement (see 6.2.5.2).
5.1.10 Box inside dimensions specified in inches [millime-
ters] to the nearest ⁄2 in. [13 mm] in order of length by width
by height (see 7.1).
5.1.11 Whether boxes are to be shipped assembled or
knocked-down (see 7.4.2 and 8.1).
5.1.12 When corner straps are required (see 7.4.2.4).
5.1.13 Whether ventilation holes or slots are required (see
7.5).
5.1.14 Whether special packing is required (see 8.3).
5.1.15 Whether special marking is required (see 8.3).
5.1.16 Load condition (see Figs. 3 and 4).
5.1.17 Whether a regulated materials box is required (see
9.2).
5.1.17.1 Physical characteristics of load, including contents
dimensions, weight, and density.
5.1.17.2 Whether a test report is required.
5.1.18 Whether other construction methods or techniques
are acceptable and permitted (see 1.3).
5.1.18.1 Whether proof that other construction methods or
techniques are acceptable (see 1.3) is required.
6. Materials and Manufacture
6.1 Materials—It is encouraged that recycled material be
FIG. 4 Load Conditions D and E
used when practical. All recovered, recycled, or virgin mate-
rials used in box manufacturing shall meet the requirements of
this specification and the referenced documents. In addition,
materials shall not affect or be affected by the product being
packed. Fiberboard panelboard shall have no more than 40 %
post-consumer recovered material.
6.1.1 Lumber—Lumber for all components shall conform to
Practice D 6199. Lumber for superstructure components shall
conform to the requirements for cleated panel boxes, Specifi-
cation D 6251/D 6251M, and lumber for base components to
those for crates, Specification D 6039, and shall conform to
commercial standards in accordance with Practice D 1990.
6.1.2 Plywood—Unless otherwise specified, plywood used
in the fabrication of Class 1 boxes shall conform to ANSI/
HPVAHP-1-1994,TypeII,Grade3-4;orAPAPS1-95,Interior,
Grade C-D. Plywood used to fabricate Class 2 boxes shall
conform to ANSI/HPVA HP-1-1994, Type I, Grade 3-4; APA
PS1-95, Interior with Exterior Glue; or APA PS1-95, Exterior,
Grade C-C. Plywood is furnished unsanded and untreated (see
5.1.4). Water repellent conforming to TT-W-572, or a commer-
cial equivalent, shall be used when treatment is specified (see
4.4 and 5.1.4).
6.1.3 Fiberboard—Unless otherwise specified, fiberboard
shallconformtoSpecificationD 4727/D 4727M.Class1boxes
shall be fabricated fromType SF, Class – Domestic, Grade 500
or 600. Class 2 boxes shall be fabricated from Type SF, Class
– Weather-Resistant, Grade V2s, V3s, or V4s.
6.1.4 Fasteners—Nails and staples shall be steel and con-
form to Specification F 1667. Unclinched nails shall be
cement-coated or chemically etched. Lag bolts shall be in
accordance with ASME B18.2.1 (B18.2.3.8M). Round head
square neck bolts, black oxide-coated, shall be in accordance
with ASME B18.5 (B18.5.2.2M). Mating nuts shall be ASME
B18.2.2 (B18.2.4.2M). Lag and round head square neck bolt
FIG. 3 Load Conditions A, B, and C washers shall conform to ASME B18.22.1 (B18.22M).
D 6256/D 6256M
A
TABLE 1 Skid Nominal Sizes and Maximum Lengths
A
Nominal Sizes in. [mm]
2by4 2by6 2by8 4by4 4by6 6by6
Contents
[38 by 89] [38 by 140] [38 by 184] [89 by 89] [89 by 140] [140 by 140]
B
Weight Load
lb [kg] Condition Skid Max Length ft [mm]
0–100 A 16 . . . . . . . . . . . . . . .
[0–45] [4877]
B 16 . . . . .
[4877]
C 16 . . . . .
[4877]
D 16 . . . . .
[4877]
E 16 . . . . .
[4877]
101–200 A 16 . . . . . . . . . . . . . . .
[45.8–90.7] [4877]
B 16 . . . . .
[4877]
C 16 . . . . .
[4877]
D 16 . . . . .
[4877]
E 16 . . . . .
[4877]
201–400 A 11 15 16 . . . . . . . . .
[91.2–181.4] [3353] [4572] [4877]
B 13 16 . . . .
[3962] [4877]
C 8 12 16 . . .
[2438] [3658] [4877]
D 10 15 16 . . .
[3048] [4572] [4877]
E 13 16 . . . .
[3962] [4877]
401–600 A 8 11 14 16 . . . . . .
[181.9–272.2] [2438] [3353] [4267] [4877]
B 9 14 16 . . .
[2743] [4267] [4877]
C 5 8 11 16 . .
[1524] [2438] [3353] [4877]
D 7 10 14 16 . . . . . .
[2134] [3048] [4267] [4877]
E 9 14 16 . . .
[2743] [4267] [4877]
601–800 A 7 9 11 16 . . . . . .
[272.6–363] [2134] [2743] [3353] [4877]
B 7 10 14 16 . . . . . .
[2134] [3048] [4267] [4877]
C 4 6 8 16 . .
[1219] [1829] [2438] [4877]
D 5 8 10 16 . .
[1524] [2438] [3048] [4877]
E 7 10 14 16 . . . . . .
[2134] [3048] [4267] [4877]
801–1000 A 6 8 10 16 . . . . . .
[363.3–453.6] [1829] [2438] [3048] [4877]
B 5 8 11 16 . .
[1524] [2438] [3353] [4877]
C 3 5 7 16 . .
[914] [1524] [2134] [4877]
D 4 6 8 16 . .
[1219] [1829] [2438] [4877]
E 5 8 11 16 . .
[1524] [2438] [3353] [4877]
1001–1200 A 6 7 8 16 . . . . . .
[454–544.3] [1829] [2134] [2438] [4877]
B 4 7 9 16 . .
[1219] [2134] [2743] [4877]
C 3 4 5 13 16 . . .
[914] [1219] [1524] [3962] [4877]
D 3 5 7 16 . .
D 6256/D 6256M
TABLE 1 Continued
A
Nominal Sizes in. [mm]
2by4 2by6 2by8 4by4 4by6 6by6
Contents
[38 by 89] [38 by 140] [38 by 184] [89 by 89] [89 by 140] [140 by 140]
B
Weight Load
lb [kg] Condition Skid Max Length ft [mm]
[914] [1524] [2134] [4877]
E 4 7 9 16 . .
[1219] [2134] [2743] [4877]
1201–1400 A 5 7 8 14 16 . . .
[544.8–635] [1524] [2134] [2438] [4267] [4877]
B 5 6 8 16 . .
[1524] [1829] [2438] [4877]
C 0 4 5 11 16 .
[0] [1219] [1524] [3353] [4877]
D 3 4 6 14 16 . . .
[914] [1219] [1829] [4267] [4877]
E 5 6 8 16 . .
[1524] [1829] [2438] [4877]
1401–1600 A 5 6 7 13 16 . . .
[635.5–725.7] [1524] [1829] [2134] [3962] [4877]
B 3 5 7 16 . .
[914] [1524] [2134] [4877]
C 0 3 4 18 15 16
[0] [914] [1219] [5486] [4572] [4877]
D 3 4 5 12 16 . . .
[914] [1219] [1524] [3658] [4877]
E 3 5 7 16 . .
[914] [1524] [2134] [4877]
1601–1800 A 5 6 7 12 16 . . .
[726.2–816.5] [1524] [1829] [2134] [3658] [4877]
B 3 5 6 15 16 . . .
[914] [1524] [1829] [4572] [4877]
C0 3 4 9 14 16
[0] [914] [1219] [2743] [4267] [4877]
D 0 3 4 11 16 .
[0] [914] [1219] [3353] [4877]
E 3 5 6 15 16 . . .
[914] [1524] [1829] [4572] [4877]
1801–2000 A 4 5 6 11 15 16
[816.9–907.2] [1219] [1524] [1829] [3353] [4572] [4877]
B 3 4 5 13 16 . . .
[914] [1219] [1524] [3962] [4877]
C0 0 3 8 12 16
[0] [0] [914] [2438] [3658] [4877]
D 0 3 4 10 15 16
[0] [914] [1219] [3048] [4572] [4877]
E 3 4 5 13 16 . . .
[914] [1219] [1524] [3962] [4877]
2001–2200 A 4 5 6 10 14 16
[907.6–997.9] [1219] [1524] [1829] [3048] [4267] [4877]
B 0 4 5 12 16 . . .
[0] [1219] [1524] [3658] [4877]
C0 0 3 7 11 16
[0] [0] [914] [2134] [3353] [4877]
D0 3 4 9 14 16
[0] [914] [1219] [2743] [4267] [4877]
E 0 4 5 12 16 . . .
[0] [1219] [1524] [3658] [4877]
2201–2400 A 4 5 6 10 13 16
[998.4–1088.6] [1219] [1524] [1829] [3048] [3962] [4877]
B 0 3 4 11 16 16
[0] [914] [1219] [3353] [4877] [4877]
C0 0 3 7 10 16
[0] [0] [914] [2134] [3048] [4877]
D0 0 3 8 13 16
[0] [0] [914] [2438] [3962] [4877]
E 0 3 4 11 16 .
[0] [914] [1219] [3353] [4877]
2401–2500 A 4 5 6 9 13 16
[1089.1–1134] [1219] [1524] [1829] [2743] [3962] [4877]
B 0 3 4 10 16 . . .
[0] [914] [1219] [3048] [4877]
D 6256/D 6256M
TABLE 1 Continued
A
Nominal Sizes in. [mm]
2by4 2by6 2by8 4by4 4by6 6by6
Contents
[38 by 89] [38 by 140] [38 by 184] [89 by 89] [89 by 140] [140 by 140]
B
Weight Load
lb [kg] Condition Skid Max Length ft [mm]
C0 0 3 6 10 16
[0] [0] [914] [1829] [3048] [4877]
D0 0 3 8 12 16
[0] [0] [914] [2438] [3658] [4877]
E 0 3 4 10 16 . . .
[0] [914] [1219] [3048] [4877]
A
See 7.1 for definition.
B
The load condition is determined by the manner in which the load is applied to the skids (see Figs. 3 and 4).
6.2 Base Components—The
...
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