AASHTO M 86M-M 86-15-ASTM C14M-07 and C14-07

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老杨树 2024-10-25 8 719.61KB 9 页 15星币
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Standard Specification for
Nonreinforced Concrete Sewer,
Storm Drain, and Culvert Pipe
AASHTO Designation: M 86M/M 86-151
ASTM Designation: C14M-07 and C14-07
American Association of State Highway and Transportation Officials
444 North Capitol Street N.W., Suite 249
Washington, D.C. 20001
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
TS-4a M 86M/M 86-1 AASHTO
Standard Specification for
Nonreinforced Concrete Sewer,
Storm Drain, and Culvert Pipe
AASHTO Designation: M 86M/M 86-151
ASTM Designation: C14M-07 and C14-07
1. SCOPE
1.1. This specification covers nonreinforced concrete pipe intended to be used for the conveyance of
sewage, industrial wastes, storm water, and for the construction of culverts.
1.2. This specification is applicable for orders in either SI units (M 86M) or in inch-pound units
(M 86). SI units and inch-pound units are not necessarily equivalent. Inch-pound units are shown
in brackets in the text for clarity, but they are the applicable values when the material is ordered to
M 86.
Note 1—This specification is a manufacturing and purchasing specification only and does not
include requirements for bedding, backfill, or the relationship between field load conditions and
the strength classification of pipe. However, experience has shown that the successful performance
of this product depends upon the proper selection of the class of pipe, type of bedding and backfill,
and care that the installation conforms to the construction specifications. Owners are cautioned
that they must correlate the field requirements with the class of pipe specified and provide for or
require inspection at the construction site.
2. REFERENCED DOCUMENTS
2.1. AASHTO Standards:
M 6, Fine Aggregate for Hydraulic Cement Concrete
M 80, Coarse Aggregate for Hydraulic Cement Concrete
M 85, Portland Cement
M 194M/M 194, Chemical Admixtures for Concrete
M 240M/M 240, Blended Hydraulic Cement
M 262, Concrete Pipe and Related Products
M 295, Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
M 302, Slag Cement for Use in Concrete and Mortars
T 280, Concrete Pipe, Manhole Sections, or Tile
2.2. ASTM Standards:
C309-03, Standard Specification for Liquid Membrane-Forming Compounds for Curing
Concrete
C443, Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber
Gaskets
C989/C989M, Standard Specification for Slag Cement for Use in Concrete and Mortars
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
TS-4a M 86M/M 86-2 AASHTO
C990-09, Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box
Sections Using Preformed Flexible Joint Sealants
C1116/C1116M, Standard Specification for Fiber-Reinforced Concrete
3. TERMINOLOGY
3.1. Definitions—For definitions of terms relating to concrete pipe, see M 262.
4. CLASSIFICATION
4.1. Pipe manufactured according to this specification shall be of three classes identified as “Class 1
Nonreinforced Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and “Class 3
Nonreinforced Concrete Pipe.” The corresponding strength requirements are prescribed in Table 1.
Table 1— Physical and Dimensional Requirements for Nonreinforced Concrete Pipea
Class 1 Class 2 Class 3
Internal
Designated
Diameter
Minimum
Thickness
of Wall
Minimum Strength,
Three-Edge Bearing
Minimum
Thickness
of Wall
Minimum
Strength, Three-
Edge Bearing
Minimum
Thickness
of Wall
Minimum Strength,
Three-Edge Bearing
mm [in.] mm [in.]
kN/
linear m
[lbf/
linear ft] mm [in.]
kN/
linear m
[lbf/
linear ft] mm [in.]
kN/
linear m
[lbf/
linear ft]
100 4 16 5/8 22.0 1500 19 3/4 29.0 2000 19 3/4 35.0 2400
150 6 16 5/8 22.0 1500 19 3/4 29.0 2000 22 7/8 35.0 2400
200 8 19
3
/4 22.0 1500 22
7
/8 29.0 2000 29 11/8 35.0 2400
250 10 22 7/8 23.5 1600 25 1 29.0 2000 32 11/4 35.0 2400
300 12 25 1 26.5 1800 35 13/8 33.0 2250 44 13/4 38.0 2600
375 15 32 11/4 29.0 2000 41 15/8 38.0 2600 47 17/8 42.0 2900
450 18 38 11/2 32.0 2200 50 2 44.0 3000 57 21/4 48.0 3300
525 21 44 1
3
/4 35.0 2400 57 2
1
/4 48.0 3300 69 2
3
/4 56.0 3850
600 24 54 21/8 38.0 2600 75 3 52.5 3600 85 33/8 64.0 4400
675 27 82 31/4 41.0 2800 94 33/4 57.5 3950 94 33/4 67.0 4600
750 30 88 31/2 44.0 3000 107 41/4 63.0 4300 107 41/4 69.5 4750
825 33 94 33/4 46.0 3150 113 41/2 64.0 4400 113 41/2 71.0 4875
900 36 100 4 48.0 3300 119 4
3
/4 65.5 4500 119 4
3
/4 73.0 5000
a Subject to tolerance in Section 11.
5. BASIS OF ACCEPTANCE
5.1. The acceptability of the pipe shall be determined by the results of the test prescribed in this
section, when required, and by inspection to determine whether the pipe conform to this
specification as to design and freedom from defects.
5.2. Acceptance as to Strength Properties—Pipe shall be acceptable under the strength tests when they
have met the requirements as prescribed in Section 10.3.
5.3. Acceptance as to Absorption Properties—Pipe shall be acceptable under the absorption test when
they have met the requirements as prescribed in Section 10.4.
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
摘要：

This document provides the official specifications for AASHTO M 86M/M 86-15, which aligns with ASTM C14M-07 and C14-07 standards, covering the requirements for non-reinforced concrete sewer, storm drain, and culvert pipe. It details materials, design

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作者：老杨树 分类：国外协会 价格：15星币 属性：9 页 大小：719.61KB 格式：PDF 时间：2024-10-25

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