106.16 Special Designs and Shop Drawings - Revision history

Hoskir: /* 106.16.2.1 Requirements */ updated per RR3726

2023-07-10T20:12:38Z

106.16.2.1 Requirements: updated per RR3726

← Older revision		Revision as of 15:12, 10 July 2023
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	{\| border="1" cellpadding="5" cellspacing="0" align="center" style="text-align:center"		{\| border="1" cellpadding="5" cellspacing="0" align="center" style="text-align:center"
	\|-		\|-
	!style="background:#BEBEBE" width="~~450~~"\|Items Producing Shop Drawings!!style="background:#BEBEBE"\|Responsible for Review		! style="background:#BEBEBE" width="625" \| Items Producing Shop Drawings !! style="background:#BEBEBE" \| Responsible for Review
	\|-		\|-
	\|align="left"\|• Structures made of Structural Steel and Miscellaneous Metals\|\|rowspan="6"\|Bridge Division		\| align="left" \| • Structures made of Structural Steel and Miscellaneous Metals \|\| rowspan="6" \| Bridge Division
	\|-		\|-
	\|align="left"\|• ~~Permanent~~ Steel ~~Casings for Drilled Shafts~~		\| align="left" \| • Bridge Expansion Devices and Bearings made with Structural Steel Components
	\|-		\|-
	\|align="left"\|• Bridge ~~Expansion Devices and Bearings made~~ with ~~Structural Steel Components~~		\| align="left" \| • Mechanical Stabilized Walls next to Bridge Abutments (with Bridge #)
	\|-		\|-
	\|align="left"\|• ~~Mechanical Stabilized Walls next to Bridge Abutments~~ (~~with Bridge #~~)		\| align="left" \| • Prestressed Concrete Members for Bridges (as well as District CM)
	\|-		\|-
	\|align="left"\|• ~~Prestressed Concrete Members for Bridges (as well as District CM)~~		\| align="left" \| • Overhead Sign Trusses
	\|-		\|-
	\|align="left"\|• ~~Overhead Sign Trusses~~		\| align="left" \| • For detail list of shop drawings reviewed/not reviewed by Bridge Division, see [[:Category:1080_Structural_Steel_Fabrication#1080.2.1_Items_with_Shop_Drawings_Reviewed_and_Inspected_by_Bridge_Division_Fabrication_Section\|1080.2.1 to 1080.2.3]]
	\|-		\|-
	\|align="left"\|• Lighting Poles\|\|rowspan="3"\|Highway Safety and Traffic Division		\| align="left" \| • Lighting Poles \|\| rowspan="3" \| Highway Safety and Traffic Division
	\|-		\|-
	\|align="left"\|• Screw Anchor Foundations for lighting poles		\| align="left" \| • Screw Anchor Foundations for lighting poles
	\|-		\|-
	\|align="left"\|• Steel Post and Mast Arm for Traffic Signals		\| align="left" \| • Steel Post and Mast Arm for Traffic Signals
	\|-		\|-
	\|align="left"\|• ~~Manufactured components not listed above~~\|\| Construction and ~~Material Division~~		\| align="left" \| • Steel Casings for Drilled Shafts \|\| rowspan="3" \| District Construction and Materials
	\|-		\|-
	\|align="left"\|• ~~Prestressed Concrete Members for Bridges (as well as BR)\|\| District Construction and Materials~~		\| align="left" \| • Manufactured components not listed above
	\|-		\|-
	\|align="left"\|• Mechanical Stabilized Walls with a Wall # (not a Bridge #)\|\| District Design		\| align="left" \| • Prestressed Concrete Members for Bridges (as well as BR)
			\|-
			\| align="left" \| • Mechanical Stabilized Walls with a Wall # (not a Bridge #) \|\| District Design
	\|}		\|}

EPGsysop: /* 106.16.2.1 Requirements */

2017-06-29T18:42:43Z

106.16.2.1 Requirements

← Older revision		Revision as of 13:42, 29 June 2017
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	\|align="left"\|• Overhead Sign Trusses		\|align="left"\|• Overhead Sign Trusses
	\|-		\|-
	\|align="left"\|• Lighting Poles\|\|rowspan="3"\|Traffic Division		\|align="left"\|• Lighting Poles\|\|rowspan="3"\|Highway Safety and Traffic Division
	\|-		\|-
	\|align="left"\|• Screw Anchor Foundations for lighting poles		\|align="left"\|• Screw Anchor Foundations for lighting poles
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	\|align="left"\|• Mechanical Stabilized Walls with a Wall # (not a Bridge #)\|\| District Design		\|align="left"\|• Mechanical Stabilized Walls with a Wall # (not a Bridge #)\|\| District Design
	\|}		\|}


	===106.16.2.2 Approval Procedure===		===106.16.2.2 Approval Procedure===

Smithk: 106.16 Special Designs moved to 106.16 Special Designs and Shop Drawings: at request of Bridge

2016-11-08T20:15:17Z

106.16 Special Designs moved to 106.16 Special Designs and Shop Drawings: at request of Bridge

← Older revision	Revision as of 15:15, 8 November 2016
(No difference)

Smithk: Per CM and BR, expanded guidance for handling drawings from suppliers

2016-11-08T18:58:17Z

Per CM and BR, expanded guidance for handling drawings from suppliers

@@ Line 1: / Line 1: @@
 The submission of special design information is necessary for various pre-cast concrete elements when the producer is required or allowed to alter the standard design provided by MoDOT.
-Drawings, associated design data and plans submitted to MoDOT for approval, should be sealed by a professional engineer (registered in Missouri) representing the contractor or supplier. This is necessary when actual design criteria or design detail is the responsibility of the submitter. The most common examples of this are Special Design Bridge Items (such as special design box culverts) submitted to Central Office through the district Materials staff.
+===106.16.1.1 Requirements===
 [[Category:106 Control of Material|106.16]]

Smithk: info from material manual

2007-07-31T15:47:25Z

info from material manual

New page

The submission of special design information is necessary for various pre-cast concrete elements when the producer is required or allowed to alter the standard design provided by MoDOT.

Drawings, associated design data and plans submitted to MoDOT for approval, should be sealed by a professional engineer (registered in Missouri) representing the contractor or supplier. This is necessary when actual design criteria or design detail is the responsibility of the submitter. The most common examples of this are Special Design Bridge Items (such as special design box culverts) submitted to Central Office through the district Materials staff.

Shop drawings used for set-up in the plant and by MoDOT for inspection purposes do not have to be sealed by a professional engineer when the drawing simply indicates the process, dimensions and procedure to be used to obtain the design previously supplied by MoDOT, even if submitted to MoDOT for approval. Approval of shop drawings does not allow the finished product to deviate from MoDOT’s design.

[[Category:106 Control of Material|106.16]]