# Truck Trailer Manufacturers Association — Hazardous Materials Safety Interpretation

**Citation:** 98-0598  
**Type / status:** guidance / guidance  
**Agency:** Pipeline and Hazardous Materials Safety Administration  
**Effective:** Not stated  
**Published:** 1998-05-05

98-0598 response to Truck Trailer Manufacturers Association concerning 178.345.

## Document text

<<<PAGE 1>>>

-
Karem
of Transportation
U.S. Department
Washington, D.C.
400 Seventh Street, S.W.
20590
Research and
Special Programs
MAY 5 1998
Administration
Mr. Donald W. Vierimaa
Vice President-Engineering
Truck Trailer Manufacturers Association
1020 Princess Street
Alexandria, VA 22314
Dear Mr. Vierimaa:
This is in response to your letter requesting clarification of your understanding that when
calculating the static stresses of non-American Society of Mechanical Engineers (ASME) Code
stamped DOT 400 series cargo tanks in accordance with § 178.345-3(b), the requirement
specified in § 178.345-3(a) (2) is applicable.
Your understanding of §§ 178.345-3(a) and (b) is correct. In cases where actual physical
property tests of materials are certified showing an actual ultimate tensile strength greater than
that shown in the ASME Code or the American Society for Testing and Materials (ASTM)
standard, the ultimate tensile strength of the material used in the design may not exceed 120% of
the minimum ultimate strength specified in the ASME Code or the ASTM standard. Section
178.345-3(a)(2) is applicable for the calculation of the static stresses of non-ASME DOT 400
series cargo tanks in accordance with §§ 178.345-3(b) and (c).
I apologize for the delay in preparing this response and hope that it has not caused you any
inconvenience. If you need further assistance, please contact us.
Sincerely,
Than I. Allan
Thomas G. Allan
Senior Transportation Regulations Specialist
Office of Hazardous Materials Standards
98 - 0598
178,345-3

<<<PAGE 2>>>

;
Truck Trailer Manufacturers Association
HM Khrim
178345
1020 PRINCESS STREET
ALEXANDRIA, VA. 22314
RICHARD P. BOWLING
PRESIDENT
4-20-4
FAX: 1-703-549-3014
(703) 549-3010
June 15, 1995
Edward T. Mazzullo
Director, Office of Hazardous Materials Standards
Research & Special Programs Administration
U.S. Department of Transportation
Washington, D.C.
400 Seventh Street, S.W.
20590
Subject:
Applies to 178.345-3(b), Static Stress Calculations
Dear Mr. Mazzullo:
allowable stress prescribed in the ASME Code or 25 percent of the tensile
. 178.345-3(a) states that the calculated design stress may not exceed the
Strength of the material used. 178.345-3(a) (2) states that if 25 percent of
actual tensile strength shall be
The
material used.
detexmined by physical property tests of the
.. •
non-ASME DOT 406, DOT 407, or DOT 412 cargo tank in accordance with
Please confirm that in the calculation of the static stresses of a
178.345-3(b), that 178.345-3(a) (2) is applicable.
some cases an allowable tensile strength up to 120 percent of that specified in
This would mean that in
and construction of a cargo tank in accordance with Section VIlI, Division 1
either the ASME Code or the ASTM standard may be used in the static design
Sincerely,
Donald W. Vierimaa
DWV/mm
Vice President-Engineering
cc: Tank Conference Engineering Committee

<<<PAGE 3>>>

MAY - S 1998
Mr. Donald W. Vierimaa
Vice President-Engineering
Truck Trailer Manufacturers Association
1020 Princess Street
Alexandria, VA 22314
Dear Mr. Vierimaa:
This is in response to your letter requesting clarification of your understanding that when
calculating the static stresses of non-American Society of Mechanical Engineers (ASME) Code
stamped DOT 400 series cargo tanks in accordance with § 178.345-3(b), the requirement
specified in § 178.345-3(a) (2) is applicable.
Your understanding of §§ 178.345-3(a) and (b) is correct. In cases where actual physical
property tests of materials are certified showing an actual ultimate tensile strength greater than
that shown in the ASME Code or the American Society for Testing and Materials (ASTM)
standard, the ultimate tensile strength of the material used in the design may not exceed 120% of
the minimum ultimate strength specified in the ASME Code or the ASTM standard. Section
178.345-3(a)(2) is applicable for the calculation of the static stresses of non-ASME DOT 400
series cargo tanks in accordance with §§ 178.345-3(b) and (c).
I apologize for the delay in preparing this response and hope that it has not caused you any
inconvenience. If you need further assistance, please contact us.
Sincerely,
Thomas G. Allan
Senior Transportation Regulations Specialist
Office of Hazardous Materials Standards
Jkarim:dhm-12:68553:04/08/98
Revised:chh: 04/29/98
File: 178.345-3
SC: 333

## Provenance

- Official: Yes
- Source: <https://www.phmsa.dot.gov/sites/phmsa.dot.gov/files/legacy/interpretations/Interpretation%20Files/1998/980598.pdf>
- Source ID: `phmsa`
- SHA-256: `3a7c8101afbba7c2879f008580c13ba1dcaddd3cd8d42733eda65e94a67405b6`
- Retrieved: 2026-08-20T00:59:31.977Z
- Exported: 2026-08-22T11:40:59.649Z
- Document slug: `phmsa-interpretation-98-0598`

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