Recent Policy Changes in the EPG - Revision history

Hoskir at 21:41, 13 December 2024

2024-12-13T21:41:41Z

← Older revision		Revision as of 16:41, 13 December 2024
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	* Updated EPG [[643.4_Railroads#643.4.1.6_Property_Rights_from_Railroads\|643.4.1.6 Property Rights from Railroads]] and EPG[[236.7_Negotiation#236.7.5.2_Railroads\|236.7.5.2 Railroads]]to match current process of ROW liaisons coordinating ROW acquisition with RR companies rather than the Multimodal RR staff.		* Updated EPG [[643.4_Railroads#643.4.1.6_Property_Rights_from_Railroads\|643.4.1.6 Property Rights from Railroads]] and EPG[[236.7_Negotiation#236.7.5.2_Railroads\|236.7.5.2 Railroads]]to match current process of ROW liaisons coordinating ROW acquisition with RR companies rather than the Multimodal RR staff.
			</div>

			<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 11, 2024
			----
			* Removed TR17 Traffic Engineering Studies and TR18 Towing Services Agreement from EPG [[153.21_Traffic\|153.21 Traffic]], they are no longer used.
	</div>		</div>

Hoskir at 21:34, 13 December 2024

2024-12-13T21:34:29Z

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Hoskir at 21:52, 27 November 2024

2024-11-27T21:52:20Z

← Older revision		Revision as of 16:52, 27 November 2024
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	* Added guidance to EPG [[:Category:109_Measurement_and_Payment#109.12.2_Change_Order_Approval\|109.12.2 Change Order Approval]] to disallow the practice of contractors typing disclaimers on change orders when they sign.		* Added guidance to EPG [[:Category:109_Measurement_and_Payment#109.12.2_Change_Order_Approval\|109.12.2 Change Order Approval]] to disallow the practice of contractors typing disclaimers on change orders when they sign.
			* Revised EPG [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] to allow wetcast modular wall blocks in splash zones for non-critical structural application.
			* Updated EPG [[751.32_Concrete_Pile_Cap_Intermediate_Bents#751.32.4.2_Encased_Pile_Cap_Bent\|751.32.4.2 Encased Pile Cap Bent]] to allow #4 @ 12" (min.) stirrup bars for encased pile cap bents instead of #5 @ 12” (min.).
	</div>		</div>

Hoskir at 20:07, 27 November 2024

2024-11-27T20:07:15Z

← Older revision		Revision as of 15:07, 27 November 2024
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			<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 27, 2024
			----
			* Added guidance to EPG [[:Category:109_Measurement_and_Payment#109.12.2_Change_Order_Approval\|109.12.2 Change Order Approval]] to disallow the practice of contractors typing disclaimers on change orders when they sign.
			</div>

	<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 21, 2024		<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 21, 2024
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Hoskir at 21:45, 21 November 2024

2024-11-21T21:45:18Z

← Older revision		Revision as of 16:45, 21 November 2024
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	* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.		* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.
	* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].		* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].
	* Reorganization of EPG [[751.40_LFD_Widening_and_Repair\|751.40 LFD Widening and Repair]]		* Reorganization of EPG [[751.40_LFD_Widening_and_Repair\|751.40 LFD Widening and Repair]].
			* The revisions to EPG [[:Category:1001_General_Requirements_for_Material\|1001 General Requirements for Material]], [[:Category:1005_Aggregate_for_Concrete\|1005 Aggregate for Concrete]], and [[106.3.2.93_TM-93,_Alkali_Carbonate_Reactivity_Screening\|106.3.2.93 TM-93, Alkali Carbonate Reactivity Screening]] will help ensure concrete pavement and masonry are durable and will last the anticipated life span.
	</div>		</div>

Hoskir at 21:20, 21 November 2024

2024-11-21T21:20:22Z

← Older revision		Revision as of 16:20, 21 November 2024
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	* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.		* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.
	* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].		* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].
			* Reorganization of EPG [[751.40_LFD_Widening_and_Repair\|751.40 LFD Widening and Repair]]
	</div>		</div>

Hoskir at 21:02, 21 November 2024

2024-11-21T21:02:53Z

← Older revision		Revision as of 16:02, 21 November 2024
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	* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29\|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties\|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile\|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile\|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force\|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes\|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].		* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29\|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties\|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile\|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile\|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force\|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes\|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].
	* Updated the buffer that contractors must utilize if human remains are encountered during construction in EPG [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.9.2_Human_Remains_Encountered_During_Construction\|127.2.9.2 Human Remains Encountered During Construction]].		* Updated the buffer that contractors must utilize if human remains are encountered during construction in EPG [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.9.2_Human_Remains_Encountered_During_Construction\|127.2.9.2 Human Remains Encountered During Construction]].
			* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.
			* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].
	</div>		</div>

Hoskir at 20:46, 21 November 2024

2024-11-21T20:46:25Z

← Older revision		Revision as of 15:46, 21 November 2024
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	* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.		* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
	* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29\|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties\|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile\|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile\|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force\|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes\|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].		* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29\|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties\|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile\|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile\|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force\|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes\|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].
			* Updated the buffer that contractors must utilize if human remains are encountered during construction in EPG [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.9.2_Human_Remains_Encountered_During_Construction\|127.2.9.2 Human Remains Encountered During Construction]].
	</div>		</div>

Hoskir at 19:39, 21 November 2024

2024-11-21T19:39:04Z

← Older revision		Revision as of 14:39, 21 November 2024
Line 19:		Line 19:
	* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].		* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].
	* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].		* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].
	* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.		* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
			* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29\|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties\|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile\|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile\|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force\|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes\|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].
	</div>		</div>

Hoskir at 19:04, 21 November 2024

2024-11-21T19:04:57Z

← Older revision		Revision as of 14:04, 21 November 2024
Line 18:		Line 18:
	* Harden language to not allow multi-cell box culverts where medium to heavy drift/debris is reported in EPG [[751.1_Preliminary_Design#751.1.2.8_Box_Culverts\|751.1.2.8 Box Culverts]].		* Harden language to not allow multi-cell box culverts where medium to heavy drift/debris is reported in EPG [[751.1_Preliminary_Design#751.1.2.8_Box_Culverts\|751.1.2.8 Box Culverts]].
	* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].		* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].
	* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].		* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].
			* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
	</div>		</div>

← Older revision		Revision as of 16:45, 21 November 2024
Line 24:		Line 24:
	* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.		* Added [[751.50_Standard_Detailing_Notes#I1._General\|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.
	* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].		* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction\|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design\|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General\|751.50 note J1.43]].
	* Reorganization of EPG [[751.40_LFD_Widening_and_Repair\|751.40 LFD Widening and Repair]]		* Reorganization of EPG [[751.40_LFD_Widening_and_Repair\|751.40 LFD Widening and Repair]].
			* The revisions to EPG [[:Category:1001_General_Requirements_for_Material\|1001 General Requirements for Material]], [[:Category:1005_Aggregate_for_Concrete\|1005 Aggregate for Concrete]], and [[106.3.2.93_TM-93,_Alkali_Carbonate_Reactivity_Screening\|106.3.2.93 TM-93, Alkali Carbonate Reactivity Screening]] will help ensure concrete pavement and masonry are durable and will last the anticipated life span.
	</div>		</div>

← Older revision		Revision as of 14:39, 21 November 2024
Line 19:		Line 19:
	* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].		* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].
	* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].		* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].
	* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.		* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
			* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29\|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties\|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile\|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile\|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile\|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force\|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes\|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].
	</div>		</div>

← Older revision		Revision as of 14:04, 21 November 2024
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	* Harden language to not allow multi-cell box culverts where medium to heavy drift/debris is reported in EPG [[751.1_Preliminary_Design#751.1.2.8_Box_Culverts\|751.1.2.8 Box Culverts]].		* Harden language to not allow multi-cell box culverts where medium to heavy drift/debris is reported in EPG [[751.1_Preliminary_Design#751.1.2.8_Box_Culverts\|751.1.2.8 Box Culverts]].
	* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].		* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29\|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].
	* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].		* Updating EPG [[642.14_ADA_Transition_Plan\|642.14 ADA Transition Plan\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects\|642.2 Consideration of Pedestrian Facilities on Projects]].
			* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29\|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
	</div>		</div>