751.50 Standard Detailing Notes - Revision history

Hoskir: /* E2. Foundation Data Table */ updated per RR4143

2026-05-06T16:10:59Z

E2. Foundation Data Table: updated per RR4143

← Older revision		Revision as of 11:10, 6 May 2026
Line 1,191:		Line 1,191:

	=== E2. Foundation Data Table ===		=== E2. Foundation Data Table ===


	The following table is to be placed on the design plans and filled out as indicated.		The following table is to be placed on the design plans and filled out as indicated.
Line 1,345:		Line 1,344:
	:The contractor shall make every effort to achieve the minimum galvanized penetration (elevation) shown on the plans for all piles. Deviations in penetration less than 5 feet of the minimum will be considered acceptable provided the contractor makes the necessary corrections to ensure the minimum penetration is achieved on subsequent piles.		:The contractor shall make every effort to achieve the minimum galvanized penetration (elevation) shown on the plans for all piles. Deviations in penetration less than 5 feet of the minimum will be considered acceptable provided the contractor makes the necessary corrections to ensure the minimum penetration is achieved on subsequent piles.

			'''(E2.28) Use when WEAP is specified as the pile driving criteria for friction pile. Place an * behind each instance of WEAP in the Foundation Data table. The pay item Pile Wave Analysis shall not be included when this note is used.'''

			:<nowiki>*</nowiki>See electronic deliverables file for pile driving inspector’s chart(s). MoDOT will provide alternate charts for different driving systems as needed per request. With the request, the contractor shall provide the hammer manufacturer make and model, and any modifications to the manufacturer’s recommended settings including hammer cushion information. The contractor shall provide the request 30 calendar days before pile driving operations begin.

	=== E3. Miscellaneous ===		=== E3. Miscellaneous ===

Hoskir: /* H9. Thrie Beam and Other Rail Types (Notes for Bridge Standard Drawings) */ h9.48 updated per RR4181

2026-05-06T14:11:31Z

H9. Thrie Beam and Other Rail Types (Notes for Bridge Standard Drawings): h9.48 updated per RR4181

← Older revision		Revision as of 09:11, 6 May 2026
Line 3,318:		Line 3,318:

	'''(H9.48)'''		'''(H9.48)'''
	:All anchor bolts, studs, nuts, and washers shall be galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:All anchor bolts, studs, nuts, and washers shall be galvanized in accordance with ASTM F2329.

	'''(H9.49)'''		'''(H9.49)'''

Hoskir: /* H7. Slab Drains */ h7.7 updated per RR4181

2026-05-06T14:10:54Z

H7. Slab Drains: h7.7 updated per RR4181

← Older revision		Revision as of 09:10, 6 May 2026
Line 3,076:		Line 3,076:

	'''(H7.7) Use underlined portion with weathering steel girders and beams. Note not required for continuous concrete slab bridges. '''		'''(H7.7) Use underlined portion with weathering steel girders and beams. Note not required for continuous concrete slab bridges. '''
	:All bolts, hardened washers, lock washers and nuts shall be galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~<u>, except as shown</u>.		:All bolts, hardened washers, lock washers and nuts shall be galvanized in accordance with ASTM F2329<u>, except as shown</u>.

	'''(H7.7.1)'''		'''(H7.7.1)'''

Hoskir: /* H4. Conduit System */ updated per RR4181

2026-05-06T14:10:08Z

H4. Conduit System: updated per RR4181

← Older revision		Revision as of 09:10, 6 May 2026
Line 2,764:		Line 2,764:

	'''(H4.2.2)'''		'''(H4.2.2)'''
	:Anchor bolts and nuts shall be ASTM F1554 Grade 55. Anchor bolts, nuts and washers shall be galvanized in accordance with ~~AASHTO M 232 (ASTM A153), Class C~~, or ASTM B695, Class 55.		:Anchor bolts and nuts shall be ASTM F1554 Grade 55. Anchor bolts, nuts and washers shall be galvanized in accordance with AASTM F2329, or ASTM B695, Class 55.

	'''(H4.3)'''		'''(H4.3)'''
Line 2,803:		Line 2,803:

	'''(H4.10) Use for all conduits when conduit clamps are required.'''		'''(H4.10) Use for all conduits when conduit clamps are required.'''
	:All conduits shall be secured to concrete with nonmetallic clamps at about 5'-0" cts. Concrete anchors for clamps shall be in accordance with Commercial Item Description (CID) A-A-1923A and shall be galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~, ASTM B695, Class 55 or stainless steel. Minimum embedment in concrete shall be 1 3/4". The supplier shall furnish a manufacturer's certification that the concrete anchors meet the required material and galvanizing specifications.		:All conduits shall be secured to concrete with nonmetallic clamps at about 5'-0" cts. Concrete anchors for clamps shall be in accordance with Commercial Item Description (CID) A-A-1923A and shall be galvanized in accordance with ASTM F2329, ASTM B695, Class 55 or stainless steel. Minimum embedment in concrete shall be 1 3/4". The supplier shall furnish a manufacturer's certification that the concrete anchors meet the required material and galvanizing specifications.

	'''(H4.11) Use for junction box. '''		'''(H4.11) Use for junction box. '''

Hoskir: /* H3. Bearings */ updated notes per RR4181

2026-05-06T14:08:25Z

H3. Bearings: updated notes per RR4181

← Older revision		Revision as of 09:08, 6 May 2026
Line 2,471:		Line 2,471:

	'''(H3.2)'''		'''(H3.2)'''
	:Anchor bolts shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:Anchor bolts shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ASTM F2329.

	'''(H3.3)'''		'''(H3.3)'''
Line 2,489:		Line 2,489:

	'''(H3.7)'''		'''(H3.7)'''
	:Anchor bolts, hardened washers and heavy hex nuts shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:Anchor bolts, hardened washers and heavy hex nuts shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ASTM F2329.

	'''(H3.8)'''		'''(H3.8)'''
Line 2,514:		Line 2,514:

	'''(H3.16''')		'''(H3.16''')
	:Anchor bolts, hardened washers and heavy hex nuts shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:Anchor bolts, hardened washers and heavy hex nuts shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ASTM F2329.

	'''(H3.17)'''		'''(H3.17)'''
Line 2,552:		Line 2,552:

	'''(H3.26) Remove underline portion when superstructure is galvanized or where weathering steel is not being coated.'''		'''(H3.26) Remove underline portion when superstructure is galvanized or where weathering steel is not being coated.'''
	:Anchor bolts and heavy hex nuts shall be <u>coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or</u> galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:Anchor bolts and heavy hex nuts shall be <u>coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or</u> galvanized in accordance with ASTM F2329.

	'''(H3.27)'''		'''(H3.27)'''
Line 2,595:		Line 2,595:

	'''(H3.46) Remove underline portion when superstructure is galvanized or where weathering steel is not being coated.'''		'''(H3.46) Remove underline portion when superstructure is galvanized or where weathering steel is not being coated.'''
	:Anchor bolts and heavy hex nuts shall be <u>coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or</u> galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:Anchor bolts and heavy hex nuts shall be <u>coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or</u> galvanized in accordance with ASTM F2329.

	'''(H3.47)'''		'''(H3.47)'''
Line 2,713:		Line 2,713:

	'''(H3.92)'''		'''(H3.92)'''
			:Anchor bolts and hardened washers shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ASTM F2329.
	:Anchor bolts and hardened washers shall be coated with a minimum of two coats of inorganic zinc primer to provide a total dry film thickness of 4 mils minimum, 6 mils maximum, or galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.

	'''(H3.93)'''		'''(H3.93)'''

Hoskir: /* G7. Steel HP Pile */ g7.2 updated per RR4181

2026-05-06T14:05:45Z

G7. Steel HP Pile: g7.2 updated per RR4181

← Older revision		Revision as of 09:05, 6 May 2026
Line 1,782:		Line 1,782:

	'''(G7.2) <font color="purple">[MS Cell]</font color="purple"> Use with Pile Seismic Anchor Detail.'''		'''(G7.2) <font color="purple">[MS Cell]</font color="purple"> Use with Pile Seismic Anchor Detail.'''
	:Angles shall be coated with a minimum of two coats of non-aluminum epoxy mastic primer to provide a dry film thickness of 4 mils minimum, 8 mils maximum, or galvanized in accordance with [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1081]. Bolts, washers and nuts shall be galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:Angles shall be coated with a minimum of two coats of non-aluminum epoxy mastic primer to provide a dry film thickness of 4 mils minimum, 8 mils maximum, or galvanized in accordance with [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1081]. Bolts, washers and nuts shall be galvanized in accordance with ASTM F2329.
	<div id="(G7.4) (Use the following note"></div>		<div id="(G7.4) (Use the following note"></div>
	'''(G7.3) Use on all plans where HP piles are anticipated to be driven to refusal on rock at any depth.'''		'''(G7.3) Use on all plans where HP piles are anticipated to be driven to refusal on rock at any depth.'''

Hoskir: /* D1. General */ updated per rr4181

2026-05-06T14:04:46Z

D1. General: updated per rr4181

← Older revision		Revision as of 09:04, 6 May 2026
Line 1,133:		Line 1,133:
	:(D1.2a) All bolts shall be ASTM F3125 Grade A325 Type <u>3,</u> except as noted.		:(D1.2a) All bolts shall be ASTM F3125 Grade A325 Type <u>3,</u> except as noted.

	:(D1.2b) All ASTM A307 bolts and their accompanying hex nuts and washers and all ASTM A449 Type 1 studs and their accompanying heavy hex nuts shall be galvanized in accordance with ~~AASHTO M 232 (~~ASTM ~~A153), Class C~~.		:(D1.2b) All ASTM A307 bolts and their accompanying hex nuts and washers and all ASTM A449 Type 1 studs and their accompanying heavy hex nuts shall be galvanized in accordance with ASTM F2329.

	'''(D1.3) Place in General Notes on the front sheet under the heading “Miscellaneous:”. '''		'''(D1.3) Place in General Notes on the front sheet under the heading “Miscellaneous:”. '''

Hoskir: /* H5. Expansion Joint Systems */ removed note H5.54 per RR4173

2026-02-10T18:58:56Z

H5. Expansion Joint Systems: removed note H5.54 per RR4173

← Older revision		Revision as of 13:58, 10 February 2026
Line 2,943:		Line 2,943:
	'''(H5.53)'''		'''(H5.53)'''
	:Steel armor may also be referred to as extrusion or rail.		:Steel armor may also be referred to as extrusion or rail.

	~~'''(H5.54)'''~~
	~~:The terms P and R rail are used for identification only, and are not endorsements for any particular manufacturer.~~

	'''(H5.55) Use this note when polymer concrete is to be used next to strip seal.'''		'''(H5.55) Use this note when polymer concrete is to be used next to strip seal.'''

Hoskir: /* G5b Open Ended Cast-in Place (OECIP) Concrete Pile */ updated note g5bb8 per RR4140

2026-01-05T13:49:35Z

G5b Open Ended Cast-in Place (OECIP) Concrete Pile: updated note g5bb8 per RR4140

← Older revision		Revision as of 08:49, 5 January 2026
Line 1,736:		Line 1,736:

	'''(G5b8)'''		'''(G5b8)'''
	:The hooks of vertical bars embedded in the pile ~~cap~~ footing should be oriented outward for all seismic categories.		:The hooks of vertical bars embedded in the pile footing should be oriented outward for all seismic categories.

	'''(G5b9)'''		'''(G5b9)'''

Hoskir: /* G5a Closed Ended Cast-in Place (CECIP) Concrete Pile */ updated note g5a10 due to RR4140

2026-01-05T13:48:34Z

G5a Closed Ended Cast-in Place (CECIP) Concrete Pile: updated note g5a10 due to RR4140

← Older revision		Revision as of 08:48, 5 January 2026
Line 1,692:		Line 1,692:

	'''(G5a10)'''		'''(G5a10)'''
	:The hooks of vertical bars embedded in the pile ~~cap~~ footing should be oriented outward for all seismic categories.		:The hooks of vertical bars embedded in the pile footing should be oriented outward for all seismic categories.

	'''(G5a11)'''		'''(G5a11)'''