Hoskir: /* Table 1020.4.15 Riveted and Spot Welded Seams */ updated formatting

2025-02-21T15:22:15Z

Table 1020.4.15 Riveted and Spot Welded Seams: updated formatting

← Older revision		Revision as of 10:22, 21 February 2025
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	===Table 1020.4.15 Riveted and Spot Welded Seams===		=Table 1020.4.15 Riveted and Spot Welded Seams=
			{\| class="wikitable" style="text-align: center;"
	{\| ~~border="1"~~ class="wikitable" style="~~margin~~: ~~1em auto 1em auto~~"		! rowspan="2 " \| Specified Sheet Thickness, Inch (mm) !! colspan="2" \| Rivet or Spot Weld Diameter, inch (mm), min
	\|+
	! ~~style= "background:#BEBEBE "~~ rowspan= "2 "\| Specified Sheet Thickness, Inch (mm)!!~~style= "background:#BEBEBE "~~ colspan= "2 "\| Rivet or Spot Weld Diameter, inch (mm), min
	\|-		\|-
	!~~style= "background:#BEBEBE "\|~~ 2 2/3 x 1/2 in. (68 x 13 mm) Corrugation !!~~style= "background:#BEBEBE "\|~~ 3 x 1 in. (75 x 25 mm) Corrugation		! 2 2/3 x 1/2 in. (68 x 13 mm) Corrugation !! 3 x 1 in. (75 x 25 mm) Corrugation
	\|-		\|-
	~~\|align= "center "~~\|0.052 (1.32) \|~~\|align= "center "~~\|5/16 (8.0)\|\|align= "center "\| -		\| 0.052 (1.32) \|\| 5/16 (8.0)\|\|align= "center " \| -
	\|-		\|-
	~~\|align= "center "~~\|0.064 (1.63) \|~~\|align= "center "~~\|5/16 (8.0) \|~~\|align= "center "~~\|3/8 (9.5)		\| 0.064 (1.63) \|\| 5/16 (8.0) \|\| 3/8 (9.5)
	\|-		\|-
	~~\|align= "center "~~\|0.079 (2.01) \|~~\|align= "center "~~\| 5/16 (8.0) \|~~\|align= "center "~~\|3/8 (9.5)		\| 0.079 (2.01) \|\| 5/16 (8.0) \|\| 3/8 (9.5)
	\|-		\|-
	~~\|align= "center "~~\|0.109 (2.77) ~~\|\|align= "center "~~\| 3/8 (9.5) \|~~\|align= "center "~~\| 7/16 (11.0)		\| 0.109 (2.77) \| 3/8 (9.5) \|\| 7/16 (11.0)
	\|-		\|-
	~~\|align= "center "~~\|0.138 (3.51) \|~~\|align= "center "~~\| 3/8 (9.5) \|~~\|align= "center "~~\|7/16 (11.0)		\| 0.138 (3.51) \|\| 3/8 (9.5) \|\| 7/16 (11.0)
	\|-		\|-
	~~\|align= "center "~~\|0.168 (4.27) \|~~\|align= "center "~~\|3/8 (9.5) \|~~\|align= "center "~~\|7/16 (11.0)		\| 0.168 (4.27) \|\| 3/8 (9.5) \|\| 7/16 (11.0)
	\|}		\|}


	=Table 1020.4.16 Shear Strength of Spot Welds=		=Table 1020.4.16 Shear Strength of Spot Welds=

Hoskir: moved 1020.4 from 1020 to new page

2025-02-20T21:56:41Z

moved 1020.4 from 1020 to new page

New page

===Table 1020.4.1Chemical Composition by Cast Analysis===
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE" |Elements!!style= style="background:#BEBEBE"|Composition Percent!!style="background:#BEBEBE"|Tolerance Over the Maximum Limit By Product Analysis, Percent
|-
|Sulfur, max|| align= "center"| 0.05 || align= "center"| 0.01
|-
|Sum of Carbon, Maganese, Phosphorous, Silicon and Sulfur,max|| align= "center "|0.70|| align= "center "|0.04
|}

===Table 1020.4.2 Tensile Requirements===
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE" colspan="2"|Tensile Requirements
|-
|Tensile strength, min, psi (MPa) ||45,000 (310)
|-
|Yield point, min, psi (MPa) ||33,000 (228)
|-
|Elongation in 2 in. (50 mm), min, percent|| 20
|}

[[Category:1020 Corrugated Metallic-Coated Steel Culvert Pipe, Pipe-Arches and End Sections]]
===Table 1020.4.3 Specified Thickness, Equivalent Gage, and Minimum Thickness===
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE" colspan= "3" |English
|-
! style="background:#BEBEBE" | Equivalent Gage!!style="background:#BEBEBE"|Specified Thickness, Coated Sheet, Incha!!style="background:#BEBEBE"| Minimum Thickness, Inch
|-
|align= "center "|18|| align= "center "| 0.052|| align= "center"| 0.046
|-
| align= "center "|16|| align= "center"| 0.064|| align= "center"| 0.057
|-
| align= "center"| 14|| align= "center"| 0.079 || align= "center"| 0.072
|-
| align= "center"| 12|| align= "center"| 0.109 || align= "center"| 0.101
|-
| align= "center "| 10|| align= "center"| 0.138 || align= "center"| 0.129
|-
| align= "center"| 8 || align= "center"| 0.168 || align= "center"| 0.159
|-
! style="background:#BEBEBE" colspan= "3" |Metric
|-
! style="background:#BEBEBE" colspan= "2"| Specified Thickness, Coated Sheet, mma!!style="background:#BEBEBE"| Minimum Thickness, mm
|-
|align= "center" colspan= "2"|1.32|| align= "center"| 1.17
|-
|align= "center" colspan= "2"|1.63 || align= "center"| 1.45
|-
|align= "center" colspan= "2"|2.01|| align= "center"| 1.83
|-
|align= "center" colspan= "2"|2.77 || align= "center"| 2.57
|-
|align= "center" colspan= "2"|3.51 || align= "center"| 3.28
|-
|align= "center" colspan= "2"|4.27 || align= "center" | 4.04
|-
| colspan= "3"|a Thickness is measured at any point on the sheet not less than 3/8 in. (10 mm) from an edge and if corrugated, on the tangents of corrugations.
|}

===Table 1020.4.4 Corrugation Size===
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE" rowspan= "2" | Specified Size,Inch (mm)!!style="background:#BEBEBE" rowspan= "2" | Maximum Pitch, Inch (mm)a!!style="background:#BEBEBE" rowspan= "2" | Minimum Depth, Inch (mm)b!!style="background:#BEBEBE" colspan="2"| Inside Radius, Inch (mm)
|-
!style="background:#BEBEBE"| Specified!! style="background:#BEBEBE"|Minimum
|-
|align= "center"| 2 2/3 x ½ (68 x 13)||align= "center"|2 7/8 (73)||align= "center "|0.48 (12)||align= "center "|11/16 (17)||align= "center "|0.5 (12)
|-
|align= "center"| 3 x 1 (75 x 25)||align= "center "|3 ¼ (83)||align= "center "|0.95 (24)||align= "center"|9/16 (14)||align= "center"|0.5 (12)
|-
| colspan= "5"|a Pitch is measured from crest to crest of corrugations, at 90 degrees to the direction of the corrugations.
|-
| colspan= "5 "|b Depth is measured as the vertical distance from a straightedge resting on the corrugation crests to the bottom of the intervening valley.
|}

===Table 1020.4.5 Covering Width===
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"

|+ ''This table applies only to corrugated sheet in cut lengths.''
! style="background:#BEBEBE" | Width,Inch (mm)!!style="background:#BEBEBE"| Tolerance, Inch (mm
|-
|To 24 (610), inclusive ||± 1/4 (± 6.4)
|-
|Over 24 to 36 (610 to 915), inclusive|| ± 3/8 (± 9.5)
|-
|Over 36 to 48 (915 to 1220), inclusive ||± 1/2 (±12.7)
|}

===Table 1020.4.6 Edge Lip Dimensions===
{| border="1" class="wikitable" style="text-align:center"
|+ ''This table applies to corrugated sheet in cut lengths for the type of fabrication shown.''
!style="background:#BEBEBE" | Specified Corrugation Size,Inch (mm)!!style="background:#BEBEBE"| For Riveted Pipe Construction, Inch (mm) !!style="background:#BEBEBE"| For Spot Welded Pipe Construction, Inch (mm)
|-
|2 2/3 x 1/2 (68 x 13)|| 3/4 (19) + 3/16 (4.8) – 0||7/16 (11) min
|-
|3 x 1 (75 x 25)|| 7/8 (22) + 3/16 (4.8) – 0||1/2 (13) min
|}

===Table 1020.4.7 Aluminum Bath Analysis===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
!style="background:#BEBEBE" | Elements!!style="background:#BEBEBE"| Composition, Percent
|-
|Iron, max ||3.0
|-
|Silicon, max ||0.35
|-
|Magnesium, max||0.50
|-
|Other, each, max||0.05
|-
|Other, total,max||0.20
|}

===Table 1020.4.8 Pipe Requirements===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE" | Specified Inside Diameter, Inch (mm)a!!style="background:#BEBEBE"| Specified Corrugation Pitch, Inch (mm)b!!style="background:#BEBEBE"| Specified Corrugation Depth, Inch (mm)c!!style="background:#BEBEBE"| Width of Lap Inch (mm), Minimum
|-
|align= "center "|12 (300) ||align= "center "|2 2/3 (68) ||align= "center "|1/2 (13) ||align= "center "| 1 1/2 (38)
|-
|align= "center "|15 (375) ||align= "center "|2 2/3 (68) ||align= "center"| 1/2 (13) ||align= "center "| 1 1/2 (38)
|-
|align= "center"|18 (450) ||align= "center"| 2 2/3 (68) ||align= "center"| 1/2 (13) ||align= "center"|1 1/2 (38)
|-
|align= "center"|21 (525) ||align= "center "| 2 2/3 (68) ||align= "center"| 1/2 (13) ||align= "center "| 1 1/2 (38)
|-
|align= "center"|24 (600) ||align= "center"| 2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center"| 1 1/2 (38)
|-
|align= "center"|30 (750) ||align= "center"| 2 2/3 (68) ||align= "center"| 1/2 (13) ||align= "center"| 1 1/2 (38)
|-
|rowspan= "2" align= "center "|36 (900) ||align= "center "| 2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center " |1 1/2 (38)
|-
|align= "center" |3 (75) ||align= "center "|1 (25) ||align= "center "| 3 (75)
|-
| rowspan= "2" align= "center "|42 (1050) ||align= "center "| 2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center " rowspan= "2"|3 (75)
|-
|align= "center "|3 (75) ||align= "center "| 1 (25)
|-
| rowspan= "2" align= "center "|48 (1200) ||align= "center "|2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center " rowspan= "2"|3 (75)
|-
|align= "center "|3 (75) ||align= "center "|1 (25)
|-
| rowspan= "2" align= "center"|54 (1350) ||align= "center "| 2 2/3 (68) ||align= "center "|1/2 (13) ||align= "center " rowspan= "2 "|3 (75)
|-
|align= "center "|3 (75) ||align= "center "|1 (25)
|-
| rowspan= "2" align= "center "|60 (1500) ||align= "center "|2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center " rowspan= "2 "| 3 (75)
|-
|align= "center "|3 (75) ||align= "center "|1 (25)
|-
| rowspan= "2" align= "center"|66 (1650) ||align= "center "| 2 2/3 (68) ||align= "center"| 1/2 (13) ||align= "center" rowspan= "2"|3 (75)
|-
|align= "center "|3 (75) ||align= "center"| 1 (25)
|-
| rowspan= "2" align= "center"|72 (1800) ||align= "center "| 2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center " rowspan= "2 "| 3 (75)
|-
|align= "center "|3 (75) ||align= "center "| 1 (25)
|-
| rowspan= "2" align= "center "|78 (1950) ||align= "center "| 2 2/3 (68) ||align= "center "| 1/2 (13) ||align= "center " rowspan= "2 "|3 (75)
|-
|align= "center "|3 (75) ||align= "center "| 1 (25)
|-
| rowspan= "2" align= "center "|84 (2100) ||align= "center "| 2 2/3 (68) ||align= "center "|1/2 (13) ||align= "center" rowspan= "2 "|3 (75)
|-
|align= "center "|3 (75) ||align= "center "|1 (25)
|-
|align= "center"|90 (2250) ||align= "center "| 3 (75) ||align= "center "|1 (25) ||align= "center "| 3 (75)
|-
|align= "center "|96 (2400) ||align= "center" |3 (75) ||align= "center" | 1 (25) ||align= "center "| 3 (75)
|-
|align= "center "|102 (2550) ||align= "center "|3 (75) ||align= "center "| 1 (25) ||align= "center "| 3 (75)
|-
|align= "center "|108 (2700) ||align= "center "| 3 (75) ||align= "center "| 1 (25) ||align= "center "| 3 (75)
|-
|align= "center "|114 (2850) ||align= "center "|3 (75) ||align= "center "| 1 (25) ||align= "center "| 3 (75)
|-
|align= "center "|120 (3000) ||align= "center "|3 (75) ||align= "center "|1 (25) ||align=" center "| 3 (75)
|-
| colspan= "4 "|a The average inside diameter of circular pipe and pipe to be reformed into pipe-arches shall not vary more than ½ in. (13 mm) from the specified diameter when measured on the inside crest of the corrugations for diameters through 48 in. (1200 mm) and one percent for diameters greater than 48 in. (1200 mm). In no case shall the difference in diameter of the abutting pipe ends be more than 1/2 in. (13 mm).
|-
| colspan= "4 "|b Circular pipe 54 in. (1350 mm) or more in diameter shall be shop elongated. Circular pipe 48 in. (1200 mm) in diameter may be furnished round or shop elongated in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 Sec 725].
|-
| colspan= "4 "|c Measured on outside at right angle to a line parallel to axis of pipe. The depth of the corrugations shall not underrun that specified by more than 5 percent.
|-
| colspan= "4 "|Unless otherwise provided on the plans or in the contract, the minimum thickness listed in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 Sec 725], for a specified diameter may be furnished.
|}

===Table 1020.4.9 Pipe-Arch Requirements===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style= "background:#BEBEBE" colspan= "7"|English – 2 2/3 in. x ½ in. Corrugations
|-
! style= "background:#BEBEBE" | Type!!style= "background:#BEBEBE"| Span, Inchesa!!style= "background:#BEBEBE "| Rise, Inchesa!!style= "background:#BEBEBE "| Diameter Equivalent Pipe,Inchesb!!style= "background:#BEBEBE "| Minimum Corner Radius, Inches!!style= "background:#BEBEBE "|Maximum B, Inchesc!!style= "background:#BEBEBE "| Galvanized Sheet Thickness,Inch (Gage)
|-
|align= "center "|B5 ||align= "center "|35 ||align= "center "|24||align= "center "| 30||align= "center "|3 ||align= "center "| 9 1/2 ||align= "center "| 0.064(16)
|-
|align= "center "|B6||align= "center "| 42 ||align= "center "| 29||align= "center "| 36||align= "center "| 3 1/2 ||align= "center "| 10 1/2||align= "center "| 0.079(14)
|-
|align= "center "|B7||align= "center "| 49 ||align= "center "| 33||align= "center "| 42||align= "center "| 4 ||align= "center "| 11 1/2||align= "center "| 0.109(12)
|-
|align= "center "| B8||align= "center "| 57 ||align= "center "| 38||align= "center "| 48 ||align= "center "| 5 ||align= "center "| 13 1/2 ||align= "center "| 0.109(12)
|-
|align= "center "| B9||align= "center "| 64 ||align= "center "| 43||align= "center "| 54 ||align= "center "| 6 ||align= "center "| 15 ||align= "center "| 0.109(12)
|-
|align= "center "| B10||align= "center "| 71 ||align= "center "| 47||align= "center "| 60||align= "center "| 7 ||align= "center "| 16 1/2||align= "center "| 0.138(10)
|-
|align= "center "| B11||align= "center "| 77 ||align= "center "| 52||align= "center "| 66||align= "center "| 8 ||align= "center "| 18 ||align= "center "| 0.168(8)
|-
|align= "center "| B12||align= "center "| 83 ||align= "center "| 57 ||align= "center "| 72||align= "center "| 9 ||align= "center "| 20||align= "center "| 0.168(8)
|-
! style= "background:#BEBEBE " colspan= "7 "|Metric – 68 mm x 13 mm Corrugations
|-
! style= "background:#BEBEBE " | Type!!style= "background:#BEBEBE "| Span, mm1!!style= "background:#BEBEBE "| Rise, mm1!!style= "background:#BEBEBE "| Diameter Equivalent Pipe,mm2!!style= "background:#BEBEBE "| Minimum Corner Radius, mm!!style= "background:#BEBEBE "|Maximum B, mm3!!style= "background:#BEBEBE "| Galvanized Sheet Thickness, mm (Gage)
|-
|align= "center "|B5 ||align= "center "| 885 ||align= "center "| 610 ||align= "center "| 750 ||align= "center "| 75 ||align= "center "| 240||align= "center "| 1.63
|-
|align= "center "| B6 ||align= "center "| 1060||align= "center "| 740||align= "center "| 900||align= "center "| 90||align= "center "| 265||align= "center "| 2.01
|-
|align= "center "| B7||align= "center "| 1240||align= "center "| 840 ||align= "center "| 1050||align= "center "| 100||align= "center "| 290||align= "center "| 2.77
|-
|align= "center "| B8||align= "center "| 1440 ||align= "center "| 970||align= "center "| 1200||align= "center "| 130||align= "center "| 345||align= "center "| 2.77
|-
|align= "center "| B9 ||align= "center "| 1620 ||align= "center "| 1100||align= "center "| 1350||align= "center "| 155||align= "center "| 380||align= "center "| 2.77
|-
|align= "center "| B10 ||align= "center "| 1800 ||align= "center "| 1200||align= "center "| 1500||align= "center "| 180||align= "center "| 420||align= "center "| 3.51
|-
|align= "center "| B11 ||align= "center "| 1950 ||align= "center "| 1320||align= "center "| 1650||align= "center "| 205||align= "center "| 460||align= "center "| 4.27
|-
|align= "center "| B12||align= "center "| 2100||align= "center "| 1450||align= "center "| 1800||align= "center "| 230||align= "center "| 510||align= "center "| 4.27
|-
| colspan= "7"|a A tolerance of plus or minus one inch (25 mm) or 2 percent of equivalent circular diameter, whichever is greater, will be permissible in span and rise.
|-
| colspan= "7 "|b Pipe requirements shown in [[:category:1020 Corrugated Metallic-Coated Steel Culvert Pipe, Pipe-Arches and End Sections#Table 1020.4.8 Pipe Requirements| Table 1020.4.8 Pipe Requirements]].
|-
| colspan= "7 "|c B is defined as the vertical dimension from a horizontal line across the widest portion of the arch to the lowestportion of the base.
|-
| colspan= "7 "| All dimensions are measured from the inside crests of the corrugations and the shape shall be essentially of the pipearch configuration.
|-
| colspan= "7 "|Ends of joining sections shall be of the same geometry and shall be adaptable to the coupling bands specified in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1020].
|}

===Table 1020.4.10 Pipe-Arch Requirements===

{| border="1" class="wikitable" style="text-align:center"
|+
! style= "background:#BEBEBE " colspan= "7 "|English – 3 in. x 1 in. Corrugations
|-
! style= "background:#BEBEBE " | Type!!style= "background:#BEBEBE "|Pipe-Arch Size, Inches!!style= "background:#BEBEBE "|Diameter Equivalent Pipe,Inchesa!!style= "background:#BEBEBE "| Span, Inchesb!!style= "background:#BEBEBE"| Rise, Inchesb!!style= "background:#BEBEBE "| Minimum Corner Radius, Inches!!style= "background:#BEBEBE "| Galvanized Sheet Thickness, Inch (Gage)
|-
|B6A ||40x31 ||36 ||41-1.8|| 31+1.8 ||5|| 0.079(14)
|-
|B7A ||46x36|| 42|| 46-2.1|| 36+2.1|| 6 ||0.079(14)
|-
|B8A ||53x41 ||48 ||53-2.4|| 41+2.4|| 7 ||0.079(14)
|-
|B9A ||60x46|| 54 ||60-2.7 ||46+2.7 ||8|| 0.079(14)
|-
|B10A ||66x51|| 60 ||66-3.0|| 51+3.0|| 9 ||0.079(14)
|-
|B11A ||73x44|| 66 ||73-3.3|| 55+3.3|| 12 ||0.079(14)
|-
|B12A ||81x59|| 72|| 81-3.6|| 59+3.6|| 14|| 0.079(14)
|-
|B13A ||87x63|| 78|| 87-4.4||63+4.4|| 14 ||0.079(14)
|-
|B14A|| 95x67|| 84|| 95-4.8|| 67+4.8 ||16 ||0.079(14)
|-
|B15A|| 103x71|| 90 ||103-5.2|| 71+5.2 ||16|| 0.079(14)
|-
|B16A|| 112x75 ||96 ||112-5.6 ||75+5.6 ||18|| 0.109(12)
|-
|B17A||117x79 ||102||117-5.9 ||79+5.9|| 18|| 0.109(13)
|-
|B18A ||128x83|| 108 ||128-6.4|| 83+6.4|| 18 ||0.109(14)
|-
|B19A ||137x87|| 114|| 137-3.9 ||87+6.9 ||18 ||0.109(15)
|-
|B20A||142x91 ||120|| 142-7.1|| 91+7.1 ||18|| 0.138(10)
|-
! style= "background:#BEBEBE " colspan= "7 "|Metric – 75 mm x 25 mm Corrugations
|-
! style= "background:#BEBEBE " | Type!!style= "background:#BEBEBE "|Pipe-Arch Size, mm!!style= "background:#BEBEBE "|Diameter Equivalent Pipe,mma!!style= "background:#BEBEBE "| Span, mmb!!style= "background:#BEBEBE"| Rise, mmb!!style= "background:#BEBEBE "| Minimum Corner Radius, mm!!style= "background:#BEBEBE "| Galvanized Sheet Thickness, mm (Gage)
|-
|B6A ||1010x790 ||900 ||1010-45|| 790+45|| 130 ||2.0
|-
|B7A ||1160x920 ||1050 ||1160-55 ||920+55 ||155 ||2.0
|-
|B8A ||1340x1050|| 1200 ||1340-60 ||1050+60 ||180|| 2.0
|-
|B9A|| 1520x1170|| 1350 ||1520-70 ||1170+70|| 205|| 2.0
|-
|B10A ||1670x1300|| 1500|| 1670-75 ||1300+75 ||230|| 2.0
|-
|B11A|| 1850x1700 ||1650 ||180-85 ||1400+85|| 305 ||2.0
|-
|B12A ||2050x1500|| 1800 ||1060-95 ||1500+95 ||355 ||2.0
|-
|B13A|| 2200x1620 ||1950|| 2200-110||1620+110|| 355|| 2.0
|-
|B14A ||2400x1720|| 2100|| 2400-120 ||1720+120|| 410|| 2.0
|-
|B15A ||2600x1820|| 2250 ||2600-130 ||1820+130|| 410|| 2.0
|-
|B16A ||2980x1920 ||2400|| 2840-145 ||1920+145|| 460 ||2.8
|-
|B17A ||2970x2020|| 2550|| 2970-150 ||2020+150 ||460 ||2.8
|-
|B18A ||3240x2120 ||2700 ||3240-165 ||2120+165 ||460 ||2.8
|-
|B19A|| 3470x2220 ||2850 ||3470-175|| 2220+175|| 460 ||2.8
|-
|B20A ||3600x2320|| 3000|| 3600-180 ||2320+180|| 460|| 3.5
|-
|colspan= "7 "|a Pipe requirements shown in [[:category:1020 Corrugated Metallic-Coated Steel Culvert Pipe, Pipe-Arches and End Sections#Table 1020.4.8 Pipe Requirements| Table 1020.4.8 Pipe Requirements]].
|-
| colspan= "7 "|b Minus and plus figures in span and rise are tolerances.
|-
| colspan= "7 "|All dimensions are measured from the inside crest of corrugations and the shape shall be essentially of the pipe-arch configurations.
|-
| colspan= "7 "|Ends of joining sections shall be of the same geometry and shall be adaptable to the coupling bands specified in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1020].
|}

===Table 1020.4.11 Diameter Dimensional Tolerances (English)===

{| border="1" class="wikitable" style="text-align:center"
|+
! style= "background:#BEBEBE " | Specified Inside Diameter, Inch!!style= "background:#BEBEBE " | Lower Tolerance, Inch !!style= "background:#BEBEBE "|Lower Tolerance, mma!!style= "background:#BEBEBE "| Upper Tolerance, Inch!!style= "background:#BEBEBE "| Upper Tolerance,mma
|-
|align= "center "| 12 ||11 8/16 ||292 ||12 8/16 ||318
|-
|align= "center "| 15 ||14 8/16 ||368 ||15 8/16 ||394
|-
|align= "center "| 18 ||17 8/16 ||445 ||18 8/1|| 470
|-
|align= "center "| 21 ||20 8/16 ||521|| 21 8/16|| 546
|-
|align= "center "| 24|| 23 8/16 ||597 ||24 8/16|| 622
|-
|align= "center "| 30 ||29 8/16 ||749 ||30 8/16|| 775
|-
|align= "center "| 36 ||35 8/16|| 902 ||36 8/16|| 927
|-
|align= "center "| 42|| 41 8/16|| 1054|| 42 8/16 ||1080
|-
|align= "center "| 48|| 47 8/16|| 1207|| 48 8/16 ||1232
|-
|align= "center "| 54|| 53 8/16|| 1358 ||54 9/16 ||1385
|-
|align= "center "| 60 ||59 7/16 ||1509|| 60 10/16 ||1539
|-
|align= "center "| 66 ||65 6/16|| 1660||66 11/16|| 1693
|-
|align= "center "| 72 ||71 5/16 ||1811|| 72 12/16|| 1847
|-
|align= "center "| 78 ||77 4/16 ||1961|| 78 13/16|| 2001
|-
|align= "center "| 84||83 3/16|| 2112|| 84 14/16|| 2155
|-
|align= "center "| 90|| 89 2/16 ||2264 ||90 14/16 ||2308
|-
|align= "center "| 96|| 95 1/16|| 2414 ||97 ||2463
|-
|align= "center "| 102|| 101 ||2565|| 103|| 2616
|-
|align= "center "| 108 ||106 15/16 ||2716|| 109 1/16|| 2770
|-
|align= "center "| 114|| 112 14/16|| 2867|| 115 2/16|| 2924
|-
|align= "center "| 120|| 118 13/16|| 3018|| 121 3/16|| 3078
|-
| colspan= "5 "|a The metric dimensions have been approximately converted from their English counterparts.
|}

===Table 1020.4.12 Diameter Dimensional Tolerances (Metric)===

{| border="1" class="wikitable" style="text-align:center"
|+
! style= "background:#BEBEBE " | Specified Inside Diameter, mm!!style= "background:#BEBEBE " | Lower Tolerance, mm!!style= "background:#BEBEBE "|Lower Tolerance, Incha!!style= "background:#BEBEBE "| Upper Tolerance,mm!!style= "background:#BEBEBE "| Upper Tolerance, Incha
|-
|align= "center "| 300|| 287 ||11 5/16|| 313 ||12 5/16
|-
|align= "center"|375 ||362 ||14 4/16 ||388 ||15 5/16
|-
|align= "center "|450 ||437 ||17 3/16 ||463 ||18 4/16
|-
|align= "center "|525 ||512 ||20 3/16 ||538|| 21 3/16
|-
|align= "center "|600 ||587 ||23 2/16 ||613 ||24 2/16
|-
|align= "center "|750 ||737 ||29 1/16 ||763|| 30 1/16
|-
|align= "center "|900 ||887|| 34 15/16 ||913 ||35 15/16
|-
|align= "center "|1050 ||1037 ||40 14/16 ||1063 ||41 14/16
|-
|align= "center "| 1200 ||1187||46 12/16 ||1213|| 47 12/16
|-
|align= "center "|1350 ||1337 ||52 10/16 ||1364|| 53 11/16
|-
|align= "center "|1500|| 1485 ||58 8/16 ||1515 ||59 11/16
|-
|align= "center "| 1650 ||1634|| 64 5/16 ||1667 ||65 10/16
|-
|align= "center "| 1800 ||1782|| 70 3/16 ||1818 ||71 9/16
|-
|align= "center "| 1950 ||1931|| 76|| 1970 ||77 9/16
|-
|align= "center "| 2100||2079|| 81 14/16|| 2121|| 83 8/16
|-
|align= "center "| 2250 ||2228 ||87 12/16 ||2273 ||89 8/16
|-
|align= "center "| 2400 ||2376|| 93 9/16|| 2424 ||95 7/16
|-
|align= "center "| 2550|| 2525||99 7/16 ||2576 ||101 7/16
|-
|align= "center "|2700 ||2673 ||105 4/16 ||2727|| 107 6/16
|-
|align= "center "| 2850 ||2822 ||111 2/16 ||2879 ||113 6/16
|-
|align= "center "| 3000|| 2970 ||116 15/16 ||3030|| 119 5/16
|-
| colspan= "5 "|a The English units have been approximately converted from their metric counterparts.
|}

===Table 1020.4.13 Pipe Deflection (English)===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style= "background:#BEBEBE " | Specified Inside Diameter, Inch!!style= "background:#BEBEBE " | Deflected Diameter, Inch !!style= "background:#BEBEBE "| Deflected Diameter, mma
|-
|align= "center "| 12||10 13/16|| 275
|-
|align= "center "|15 ||13 8/16|| 343
|-
|align= "center "| 18 ||16 3/16|| 411
|-
|align= "center "| 21|| 18 15/16|| 480
|-
|align= "center "| 24|| 21 10/16|| 548
|-
|align= "center "| 30 ||27 ||686
|-
|align= "center "| 36|| 32 7/16|| 823
|-
|align= "center "| 42|| 37 13/16 ||960
|-
|align= "center "| 48 ||43 3/16|| 1097
|-
|align= "center "| 54|| 48 10/16|| 1234
|-
|align= "center "| 60 ||54 ||1372
|-
|align= "center "| 66 ||59 7/16|| 1509
|-
|align= "center "| 72|| 64 13/16 ||1646
|-
|align= "center "| 78|| 70 3/16|| 1783
|-
|align= "center "| 84 ||75 10/16|| 1920
|-
|align= "center "| 90|| 81|| 2057
|-
|align= "center "| 96|| 86 7/16|| 2195
|-
|align= "center "| 102 ||91 13/16|| 2332
|-
|align= "center "| 108 ||97 3/16 ||2469
|-
|align= "center "| 114 ||102 10/16|| 2606
|-
|align= "center "| 120 ||108|| 2743
|-
| colspan= "3 "|a The metric dimensions have been approximately converted from their English counterparts.
|}

===Table 1020.4.14 Pipe Deflection (Metric)===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style= "background:#BEBEBE " | Specified Inside Diameter, mm!!style= "background:#BEBEBE " | Deflected Diameter, mm !!style= "background:#BEBEBE "| Deflected Diameter, Incha
|-
|align= "center "|300 ||270 ||10 10/16
|-
|align= "center "| 375 ||337.5|| 13 5/16
|-
|align= "center "| 450 ||405 ||15 15/16
|-
|align= "center "| 525 ||472.5 ||18 10/16
|-
|align= "center "| 600 ||540|| 21 4/16
|-
|align= "center "| 750 ||675|| 26 9/16
|-
|align= "center "| 900 ||810 ||31 14/16
|-
|align= "center "| 1050|| 945|| 37 3/16
|-
|align= "center "| 1200 ||1080||42 9/16
|-
|align= "center "| 1350 ||1215 ||47 14/16
|-
|align= "center "| 1500 ||1350 ||53 3/16
|-
|align= "center "| 1650 ||1485|| 58 8/16
|-
|align= "center "| 1800 ||1620|| 63 13/16
|-
|align= "center "| 1950||1755|| 69 2/16
|-
|align= "center "| 2100 ||1890 ||74 7/16
|-
|align= "center "| 2250 ||2025|| 79 12/16
|-
|align= "center "| 2400 ||2160|| 85 1/16
|-
|align= "center "| 2550|| 2295 ||90 6/16
|-
|align= "center "| 2700 ||2430|| 95 11/16
|-
|align= "center "| 2850 ||2565|| 101
|-
|align= "center "| 3000 ||2700|| 106 5/16
|-
| colspan= "3 "|a The English units have been approximately converted from their metric counterparts.
|}

===Table 1020.4.15 Riveted and Spot Welded Seams===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style= "background:#BEBEBE " rowspan= "2 "| Specified Sheet Thickness, Inch (mm)!!style= "background:#BEBEBE " colspan= "2 "| Rivet or Spot Weld Diameter, inch (mm), min
|-
!style= "background:#BEBEBE "| 2 2/3 x 1/2 in. (68 x 13 mm) Corrugation !!style= "background:#BEBEBE "| 3 x 1 in. (75 x 25 mm) Corrugation
|-
|align= "center "|0.052 (1.32) ||align= "center "|5/16 (8.0)||align= "center "| -
|-
|align= "center "|0.064 (1.63) ||align= "center "|5/16 (8.0) ||align= "center "|3/8 (9.5)
|-
|align= "center "|0.079 (2.01) ||align= "center "| 5/16 (8.0) ||align= "center "|3/8 (9.5)
|-
|align= "center "|0.109 (2.77) ||align= "center "| 3/8 (9.5) ||align= "center "| 7/16 (11.0)
|-
|align= "center "|0.138 (3.51) ||align= "center "| 3/8 (9.5) ||align= "center "|7/16 (11.0)
|-
|align= "center "|0.168 (4.27) ||align= "center "|3/8 (9.5) ||align= "center "|7/16 (11.0)
|}

===Table 1020.4.16 Shear Strength of Spot Welds===

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style= "background:#BEBEBE " | Specified Sheet Thickness, Inch (mm)!!style= "background:#BEBEBE " | Pounds Force (kN),Minimum
|-
|0.064 (1.63) ||4100 (18.2)
|-
|0.079 (2.01)|| 5200 (23.1)
|-
|0.109 (2.77)|| 7000 (31.1)
|-
|0.138 (3.51)|| 8500 (37.8)
|-
|0.168 (4.27)|| 10,000 (44.5)
|}

===Table 1020.4.17 Tensile Strength of Lock Seams===
<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+
! style= "background:#BEBEBE " | Specified Sheet Thickness, Inch (mm)!!style= "background:#BEBEBE " | Pounds Forcer Per Inch (kN/m) of Width, Minimum
|-
|0.064 (1.63) ||340 (60)
|-
|0.079 (2.01)|| 520 (91)
|-
|0.109 (2.77)|| 700 (122)
|-
|0.138 (3.50)|| 880 (154)
|-
|0.168 (4.27)|| 1200 (210)
|}

</center>

← Older revision		Revision as of 13:45, 21 February 2025
Line 563:		Line 563:
	\| 0.168 (4.27) \|\| 1200 (210)		\| 0.168 (4.27) \|\| 1200 (210)
	\|}		\|}

			[[Category:1020 Corrugated Metallic-Coated Steel Culvert Pipe, Pipe-Arches and End Sections]]

1020.4 Tables - Revision history

Hoskir at 18:45, 21 February 2025

Hoskir: updated formatting and links

Hoskir at 16:44, 21 February 2025

Hoskir: /* Table 1020.4.15 Riveted and Spot Welded Seams */ updated formatting

Hoskir: updated formatting

Hoskir: moved 1020.4 from 1020 to new page