1、-3 n I MIL-P-23bJ 47 m 9999906 0533965 5 m MIL-P-236J 6 May 1992 SUPERSEDING MIL-P-236H 18 December 1985 MILITARY SPECIFICATION PIPE, CULVERT, NESTABLE This specification is approved for use by all Departments and Agencies of the Department of Defense. 1. SCOPE 1.1 Scope. This specification covers f
2、langed and notched galvanized steel, and aluminum alloy nestable culvert pipe in diameters of 8-inches through 84-inches. following types, classes, and sizes as specified (see 6.2): 1.2 Classification. Nestable culvert pipe shall be of the Type I - Flanged (see figure 1) Type II - Notched (see figur
3、e 2) Class 1 - Zinc-coated (galvanized) steel Class 2 - Aluminum alloy Diameter sizes: 8-inch 36-inch 6 6 -inch 12-inch 42-inch 72-inch 18 -inch 48-inch 84-inch 24-inch 54-inch 30-inch 60-inch Beneficial comments (recommendations, additions, deletions) and any pertinent data which may be of use in i
4、mproving this document should be addressed to: Development, and Engineering Center, ATTN: STRBE-TSE, Fort Belvoir, VA 22060-5606 by using the Standardization Document Improvement Proposal (DD Form 1426) appearing at the end of this document or by letter. USA Belvoir Research, AMSC N/A FSC 4710 DISTR
5、IBUTION STATEMENT A. Approved for public release: distribution is unlimited. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-P-23bJ 47 W 9999906 0533966 7 MIL-P-2 3 6 J 2. APPLICABLE DOCUMENTS 2.1 Government documents. 2.1.1 Specifications and st
6、andards. The following specifications and standards form a part of this document to the extent specified herein. Unless otherwise specified, the issues of these documents are those listed in the issue of the Department of Defense Index of Specifications and Standards issue of the Department of Defen
7、se Index of Specifications and Standards (DODISS) and supplement thereto, cited in the solicitation (see 6.2). SPECIFICATIONS FEDERAL FF-B-575 - Bolts, Hexagon and Square. FF-N-105 - Mails, Brads, Staples, and Spikes: Wire, FF-N-836 - Nut: Square, Hexagon, Cap, Slotted, FF-W-92 - Washer, Metal, Flat
8、 (Plain). PPP-B-621 - Boxes, Wood, Nailed and Lock-Corner. Cut and Wrought. Castle, Knurled, Welding and Single Ball Seat. MI LI TARY MIL-P- 11 6 - Preservation, Methods of. MIL-T-704 - Treatment and Painting of Materiel. MIL-T-22361 - Thread Compound, Antiseize, Zinc Dust Petrolatum. STANDARDS FEDE
9、RAL FED-STD-595 MILITARY MIL-STD-105 MIL-STD-129 MIL-STD-130 MIL-STD-731 MIL-STD-889 - Colors Used in Government Procurements. - Sampling Procedures and Tables for - Marking for Shipment and Storage. - Identification Marking of US Military - Quality of Wood Members for Containers - Dissimilar Metals
10、. Inspection by Attributes. Property. and Pallets. 2 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-P-23bJ 47 7799706 0533767 9 MI L-P-2 3 6 J MIL-STD-1186 - Cushioning, Anchoring, Bracing, Blocking and Waterproofing; with Appropriate Test Metho
11、ds. MIL-STD-2073-1 - DoD Materiel Procedures for Development and Application of Packaging Requirements. (Unless otherwise indicated, copies of federal and military specifications and standards are available from the Standardization Documents Order Desk, Building 4D, 700 Robbins Avenue, Philadelphia,
12、 PA 19111-5094.) 2.2 Non-Government wblications. The following documents form a part of this document to the extent specified herein. otherwise specified, the issues of the documents which are DoD adopted are those listed in the issue of the DODISS cited in the solicitation. Unless otherwise specifi
13、ed, the issues of documents not listed in the DODISS are the issues of the documents cited in the solicitation (see 6.2). Unless AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) M 197 - Aluminum Alloy Sheet for Corrugated Aluminum Pipe. M 218 - Steel Sheet, Zinc-Coated (Ga
14、lvanized) for M 243 - Field Applied Coating of Corrugated Metal Corrugated Steel Pipe. Structural Plate for Pipe, Pipe Arches, and Arches. (Application for copies should be addressed to the AASHTO, 444 N. Capitol Street, N.W., Suite 225, Washington, D.C. 20001.) AMERICAN SOCIETY FOR TESTING AND MATE
15、RIALS (ASTM) A 444 - Steel Sheet, Zinc Coated (Galvanized) by the Hot- A 744 - Specification for Aluminum - Alloy Sheet for B 209 - Aluminum-Alloy Sheet and Plate. D 3951 - Standard Practice for Commercial Packaging. D 3953 - Standard Specification for Strapping, Flat Steel D 4675 - Selection and Us
16、e of Flat Strapping Materials. (Application for copies should be addressed to the American Dip Process for Storm Sewer and Drainage Pipe. Corrugated Aluminum Pipe. and Seals. Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103.) 3 Provided by IHSNot for ResaleNo reproduction
17、or networking permitted without license from IHS-,-,-9 MIL-P-23bJ 47 7997906 0533768 O W MIL-P-236J National Motor Freight Classification Rules. (Application for copies should be addressed to the American Trucking Association, Inc., ATTN: Mill Road, Alexandria, VA 22314.) Traffic Order Section, 2200
18、 UNIFORM CLASSIFICATION COMMITTEE AGENT (UCCA) Uniform Freight Classification Rules. (Application for copies should be addressed to Uniform Classification Committee, ATTN: Tariff Publishing Officer, Room 1106, 222 S. Riverside Plaza, Chicago, IL 60606.) (Non-Government standards and other publicatio
19、ns are normally available from the organizations that prepare or distribute the documents. These documents also may be available in or through libraries or other informational services.) 2.3 Order of precedence. In the event of a conflict between the text of this document and the references cited he
20、rein, (except for related associated detail specifications, specification sheets or MS standards), the text of this document takes precedence. Nothing in this document, however, supersedes applicable laws and regulations unless a specific exemption has been obtained. 3. REQUIREMENTS 3.1 Description.
21、 The nestable culvert pipe sections shall be curved corrugated sheet metal, and when assembled, the sections shall form a circular pipe. half sections which shall make a full round culvert pipe. 3.2 Material. Material shall be as specified herein. One full section is equal to two c Materials not as
22、specified shall be selected by the contractor and shall be subject to all provisions of this specification. pipe shall be manufactured from zinc-coated steel sheets conforming to ASTM A 444, gauge as shown in table I. 3.2.2 Class 2, aluminum alloy. Class 2 corrugated nestable culvert type shall be m
23、anufactured from aluminum alloy sheets conforming to ASTM B 209, Alclad 3004-H34 alloy, gauge as shown in table I. 3.2.1 Class 1, qalvanized steel. Class 1 corrugated nestable 4 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-b MIL-P-23bJ 47 = 999990
24、6 0533969 2 Class 1 MIL-P-2 3 6J Class 2 Nominal Pipe Diameter (inches) Gauge Nominal (thickness Pipe equivalent Diameter inches) . (inches) 8 thru 24 30 thru 36 42 thru 54 60 thru 72 8 thru 24 30 thru 36 42 thru 54 60 and 66 Gauge (thickness equivalent inches) 16 (.060) 14 (.075) 12 (.105) 10 (.135
25、) 8 (.164) 3.2.3 Material deterioration prevention and control. The pipe shall be fabricated from compatible materials, inherently corrosion resistant or treated to provide protection against the various forms of corrosion and deterioration that may be encountered in any of the applicable operation
26、and storage environment to which the pipe may be exposed. 3.2.4 Dissimilar metals. Dissimilar metals shall not be used in intimate contact with each other unless protected against galvanic corrosion. Dissimilar metals and methods of protection are defined and detailed in MIL-STD-889. 0 3.2.5 Identif
27、ication of materials and finishes. The contractor shall identify the specific material, material finish, or treatment for use with component and subcomponent, and shall make information available upon request to the contracting officer or designated representative. 3.3 Recovered materials. For the p
28、urpose of this requirement, recovered materials are those materials which have been collected from solid waste and reprocessed to become a source of raw materials, as distinguished from virgin raw materials. The components, pieces and parts incorporated in the pipe may be newly fabricated from recov
29、ered materials to the maximum extent practicable, provided the pipe produced meets all other requirements of this specification. Used, rebuilt or remanufactured components, pieces and parts shall not be incorporated in the pipe. 3.4 Identification markinq. The pipe shall be identified and marked in
30、accordance with MIL-STD-130, method optional, and shall include the PIN number (see 1.2 and 6.4): 5 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-I_- MIL-P-23bJ 47 - 9999906 0533970 9 m 1 MIL-P-236J 3.5 Type I pipe, flamed. Type I pipe culvert shal
31、l have continuous flanges along longitudinal direction on both sides of the half section. Slotted holes shall be provided when required for ease in joining the two half sections of pipe. 3.5.1 Bolts and nuts. Bolts and nuts shall be furnished for longitudinal joining and, when required (see 6.2), fo
32、r circumferential joining. Quantities of bolts and nuts shall be sufficient to fasten the two half sections and the adjacent sections. Bolts shall conform to FF-B-575, type I or type II. Nuts shall conform to FF-N-836, type I, or type II, style optional. Bolts shall be long enough to have at least t
33、hree threads showing above the nut. (see 6.2), bolts and nuts shall be 300 series stainless steel with the use of antiseize compound conforming to MLL-T-22361, on the threads, zinc-nickel. Unless otherwise specified 3.5.2 Washers. Washers to be furnished in accordance with FF-W-92, type optional, gr
34、ade 1, class A, galvanized for class 1 pipe, or grade 1, class C for class 2 pipe shall be furnished. 3.6 Type II pipe, notched. Type II nestable culvert pipe shall be notched such that the top and bottom sections are identical and one end of the top sections slips into the groove of the bottom sect
35、ion and vice versa. , 3.6.1 Fasteners. Fastening devices (eye bolts, hooks, and stitches) for fastening the notched culvert pipe shall be 300 series stainless steel with the use of antiseize compound conforming to MIL-T-22361 on the threads, zinc-nickel. (see 6.2), the following dimensions and toler
36、ances shall be applicable. 3.7 Dimensions and tolerances. Unless otherwise specified Depth of corrugation: Pitch of corrugation: Tolerance on diameter: Tolerance on gauge thickness: Tolerance on sheet length: Depth of flange: End to center of holes: End to center of first hole: 0.475-inch - 0.525-in
37、ch 2.25-inch - 3.00-inch rt0.5-inch (dia. up to 36-inch) . fl.0-inch (dia. 42 thru 84-inch) 0.007-inch kO.50-inch 2.00-inch - 2.50-inch 1.00-inch - 1.25-inch 0.75-inch - 2.50-inch 3.8 Treatment and paintinq. When specified (see 6.2), the fabricated culvert pipe sections shall be coated onboth sides
38、with a bituminous coating to a minimum thickness of 0.050-inch in accordance with AASHTO M 243. If specified for the IPDS (Inland 6 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-# MIL-P-23bJ 47 9999906 0533973 O MI L-P- 2 3 6 J a Petroleum Distribu
39、tion System) , (see 6.2) , the corrugated pipe sections shall be treated and painted in accordance with MIL-T-704, type A. Top coat color shall be close to color no. 30277 of FED-STD-595. 3.9 WorkmanshiD. All culvert pipe shall be free of any ragged or diagonally sheared edges, bruised, or broken zi
40、nc-coating, burrs or sharp edges. 4. QUALITY ASSURANCE PROVISIONS 4.1 Responsibility for inspection. Unless otherwise specified in the contract or purchase order, the contractor is responsible for the performance of all inspection requirements (examinations - and tests) as specified herein. Except a
41、s otherwise specified in the contract or purchase order, the contractor may use his own or any other facilities suitable for the performance of the inspection requirements specified herein, unless disapproved by the Government. of the inspections set forth in the specification where such inspections
42、 are deemed necessary to ensure supplies and services conform to prescribed requirements. The Government reserves the right to perform any 4.1.1 Responsibility for compliance. All items shall meet all requirements of sections 3 and 5. The inspection set forth in this specification shall become a par
43、t of the contractors overall inspection system or quality program. The absence of any inspection requirements in the specification shall not relieve the contractor of the responsibility of ensuring that all products or supplies submitted to the Government for acceptance comply with all requirements
44、of the contract. Sampling inspection, as part of manufacturing operations, is an acceptable practice to ascertain conformance to requirements, however, this does not authorize submission of known defective material, either indicated or actual, nor does it commit the Government to acceptance of defec
45、tive material. 4.1.2 Component and material inspection. The contractor is responsible for ensuring that components and materials are manufactured, examined, and tested in accordance with referenced specifications and standards, as applicable. 4.2 Classification of inspections. The inspection require
46、ments specified herein are classified as follows: a. Quality conformance inspection (see 4.3). b. Inspection of packaging (see 4.5). 4.3 Qualitv conformance inspection. 7 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,- I MIL-P-23bJ 47 9799906 053397
47、2 E! MIL-P-2 3 6J 4.3.1 Sampling. Sampling for examination. shall be in accordance with MIL-STD-105, using tables I and IIa. be accepted when O defects are found and rejected when 1 or more defects are found. 4.3.2 Examination. Samples selected in accordance with 4.3.1 shall be examined as specified
48、 in 4.4.1. A lot shall 4.4 Inspection procedures. 4.4.1 Examination. The culvert pipe sections shall be 101. Type, class, and size not as specified (see 1.2). 102. Materials are not as specified (see 3.2). 103. Gauge thickness not as specified (see table I). 104. Materials not resistent to or treate
49、d to be made esistant to corrosion or deterioration (see 3.2.3). 105. Dissimilar metals as defined in MIL-STD-889 are not effective1 insulated (see 3.2.4). 106. Contractor does not have documentation available for identification of material, material finishes or treatments (see 3.2.5) . 107. Used, rebuilt, or remanufactured components, pieces or parts incorporated in the pipe (see 3.3). 108. Identification marking missing or illegible (see
