751.6 General Quantities - Revision history

Legged1: Correct pay item number for temporary MSE wall

2025-09-22T17:37:02Z

Correct pay item number for temporary MSE wall

← Older revision		Revision as of 12:37, 22 September 2025
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	\| colspan="4" align="left" \| '''Sec 720 – Mechanically Stabilized Earth Wall Systems'''		\| colspan="4" align="left" \| '''Sec 720 – Mechanically Stabilized Earth Wall Systems'''
	\|-		\|-
	\|720-10.00 \|\| 1 \|\| sq. foot \|\| align="left" \| Mechanically Stabilized Earth Wall Systems		\| 720-10.00 \|\| 1 \|\| sq. foot \|\| align="left" \| Mechanically Stabilized Earth Wall Systems
			\|-
			\| 720-10.01 \|\| 1 \|\| lump sum \|\| align="left" \| Temporary MSE Wall System
	\|-		\|-
	\| 720-11.00 \|\| 1 \|\| sq. yard \|\| align="left" \| Form Liners for MSE Wall Systems		\| 720-11.00 \|\| 1 \|\| sq. yard \|\| align="left" \| Form Liners for MSE Wall Systems
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	\|-		\|-
	\| 720-13.00 \|\| 1 \|\| each \|\| align="left" \| Pipe Pile Spacers		\| 720-13.00 \|\| 1 \|\| each \|\| align="left" \| Pipe Pile Spacers
	\|-
	~~\| 720-14.00 \|\| 1 \|\| lump sum \|\| align="left" \| Temporary MSE Wall System~~
	\|-		\|-
	\| 720-99.04 \|\| 1 \|\| sq. foot \|\| align="left" \| Misc.		\| 720-99.04 \|\| 1 \|\| sq. foot \|\| align="left" \| Misc.
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	====751.6.2.8 Temporary Shoring or Temporary MSE Wall System====		====751.6.2.8 Temporary Shoring or Temporary MSE Wall System====

	When temporary shoring or temporary MSE wall is required, it shall be reported as a lump sum item on the bridge plans. In addition, the estimated area of temporary shoring or temporary MSE wall shall be computed to the nearest square foot and recorded only in the quantity folder. Embedment of temporary shoring shall be taken as one third of the exposed height of the shoring for the purpose of estimating the shoring area. The bottom of temporary MSE wall shall be taken as the lower of the top of permanent wall levelling pad or bottom of improved foundation. For temporary shoring use 206-55.00 pay item and for temporary MSE wall system use 720-14.00 pay item ([[751.6_General_Quantities#751.6.1_Index_of_Quantities\|EPG 751.6.1 Index of Quantities]]).		When temporary shoring or temporary MSE wall is required, it shall be reported as a lump sum item on the bridge plans. In addition, the estimated area of temporary shoring or temporary MSE wall shall be computed to the nearest square foot and recorded only in the quantity folder. Embedment of temporary shoring shall be taken as one third of the exposed height of the shoring for the purpose of estimating the shoring area. The bottom of temporary MSE wall shall be taken as the lower of the top of permanent wall levelling pad or bottom of improved foundation. For temporary shoring use 206-55.00 pay item and for temporary MSE wall system use 720-10.01 pay item ([[751.6_General_Quantities#751.6.1_Index_of_Quantities\|EPG 751.6.1 Index of Quantities]]).

	====751.6.2.9 MSE Retaining Walls====		====751.6.2.9 MSE Retaining Walls====

Hoskir: /* 751.6.2.12 Structural Steel Protective Coatings (Weathering Steel) */ updated per RR4071

2025-07-14T16:01:58Z

751.6.2.12 Structural Steel Protective Coatings (Weathering Steel): updated per RR4071

← Older revision		Revision as of 11:01, 14 July 2025
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	'''3. Intermediate Field Coat (System G) (Brown)''' - Coverage shall be on a case-by-case basis.		'''3. Intermediate Field Coat (System G) (Brown)''' - Coverage shall be on a case-by-case basis.

	'''4. Finish Field Coat (System G or I) (Brown)''' - Coverage shall be on a case-by-case basis.		'''4. Finish Field Coat (System G, I or L) (Brown)''' - Coverage shall be on a case-by-case basis.

	====751.6.2.13 Protective Coatings for Concrete====		====751.6.2.13 Protective Coatings for Concrete====

Hoskir: /* 751.6.2.11 Structural Steel Protective Coatings (Non-weathering Steel) */ updated per RR4071

2025-07-14T16:00:24Z

751.6.2.11 Structural Steel Protective Coatings (Non-weathering Steel): updated per RR4071

Show changes

Hoskir: /* 751.6.1 Index of Quantities */ updated 712 per RR4071

2025-07-14T15:58:06Z

751.6.1 Index of Quantities: updated 712 per RR4071

← Older revision		Revision as of 10:58, 14 July 2025
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	\| 712-51.12 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System G)		\| 712-51.12 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System G)
	\|-		\|-
	\| 712-51.13 \|\| 1 \|\| lump sum \|\| align="left" \| Intermediate Field Coat (System H)		\| 712-51.13 \|\| 1 \|\| lump sum \|\| align="left" \| Intermediate Field Coat (System H)
	\|-		\|-
	\| 712-51.14 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System H)		\| 712-51.14 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System H)
	\|-		\|-
	\| 712-51.15 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System I)		\| 712-51.15 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System I)
			\|-
			\| 712-51.16 \|\| 1 \|\| lump sum \|\| align="left" \| Finish Field Coat (System L)
	\|-		\|-
	\| 712-52.00 \|\| 100 \|\| sq. foot \|\| align="left" \| Surface Preparation for Recoating Structural Steel		\| 712-52.00 \|\| 100 \|\| sq. foot \|\| align="left" \| Surface Preparation for Recoating Structural Steel
	\|-		\|-
	\| 712-52.01 \|\| 100 \|\| sq. foot \|\|align="left" \| Surface Preparation for Overcoating Structural Steel (System G)		\| 712-52.01 \|\| 100 \|\| sq. foot \|\|align="left" \| Surface Preparation for Overcoating Structural Steel (System G)
	\|-
	~~\| 712-52.02 \|\| 100 \|\|sq. foot \|\| align="left" \| Chloride Remediation Surface Preparation~~
	\|-		\|-
	\| 712-52.09 \|\| 100 \|\| sq. foot \|\| align="left" \| Field Application of Organic Zinc Primer		\| 712-52.09 \|\| 100 \|\| sq. foot \|\| align="left" \| Field Application of Organic Zinc Primer
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	\|-		\|-
	\| 712-53.46 \|\| 0.1 \|\| ton \|\| align="left" \| Finish Field Coat (System I)		\| 712-53.46 \|\| 0.1 \|\| ton \|\| align="left" \| Finish Field Coat (System I)
			\|-
			\| 712-53.47 \|\| 0.1 \|\| ton \|\| align="left" \| Finish Field Coat (System L)
	\|-		\|-
	\| 712-53.65A \|\| 100 \|\| sq. foot \|\| align="left" \| Intermediate Field Coat (System G)		\| 712-53.65A \|\| 100 \|\| sq. foot \|\| align="left" \| Intermediate Field Coat (System G)
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	\|-		\|-
	\| 712-53.96 \|\| 100 \|\| sq. foot \|\| align="left" \| Finish Field Coat (System I)		\| 712-53.96 \|\| 100 \|\| sq. foot \|\| align="left" \| Finish Field Coat (System I)
			\|-
			\| 712-53.97 \|\| 100 \|\| sq. foot \|\| align="left" \| Finish Field Coat (System L)
	\|-		\|-
	\| 712-59.60 \|\| 1 \|\| lump sum \|\| align="left" \| Aluminum Epoxy-Mastic Primer		\| 712-59.60 \|\| 1 \|\| lump sum \|\| align="left" \| Aluminum Epoxy-Mastic Primer
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	\|-		\|-
	\| 712-99.11 \|\| 10 \|\| pound \|\| align="left" \| Misc.		\| 712-99.11 \|\| 10 \|\| pound \|\| align="left" \| Misc.
	\|-
	~~\| colspan="4" align="left" \| '''Sec 713 – Thrie Beam for Bridge Guardrail'''~~
	\|-
	~~\| 713-30.00 \|\| 1 \|\| linear foot \|\| align="left" \| Bridge Guardrail (W-Beam)~~
	\|-
	~~\| 713-40.00 \|\| 1 \|\| linear foot \|\| align="left" \| Bridge Guardrail (Thrie Beam)~~
	\|-
	~~\| 713-99.03A \|\| 1 \|\| linear foot \|\| align="left" \| Misc.~~
	\|-		\|-
	\| colspan="4" align="left" \| '''Sec 715 – Vertical Drain at End Bents'''		\| colspan="4" align="left" \| '''Sec 715 – Vertical Drain at End Bents'''

Hoskir: /* 751.6.2.16 Tack Coat */ updated per RR3940

2024-10-09T15:49:50Z

751.6.2.16 Tack Coat: updated per RR3940

← Older revision		Revision as of 10:49, 9 October 2024
Line 1,205:		Line 1,205:
	A tack coat shall be used when specified on the Bridge Memo. The following unit weights will be used to calculate the estimated quantity reported on the bridge plans:		A tack coat shall be used when specified on the Bridge Memo. The following unit weights will be used to calculate the estimated quantity reported on the bridge plans:

	:Tack Coat = 0.05 gal/sq. yd.		:Tack Coat = 0.25 gal/sq. yd.

	====751.6.2.17 Excavation====		====751.6.2.17 Excavation====

Hoskir: /* 751.6.2.17 Excavation */ updated per RR3868

2024-07-19T18:40:47Z

751.6.2.17 Excavation: updated per RR3868

Show changes

Hoskir: /* 751.6.1 Index of Quantities */ updated per RR3884

2024-07-19T14:49:01Z

751.6.1 Index of Quantities: updated per RR3884

← Older revision		Revision as of 09:49, 19 July 2024
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	\| 607-10.66 \|\| 1 \|\| linear foot \|\| align="left" \| (72 in.) Pedestrian Fence (Structures)		\| 607-10.66 \|\| 1 \|\| linear foot \|\| align="left" \| (72 in.) Pedestrian Fence (Structures)
	\|-		\|-
	\| 607-10.67 \|\| 1 \|\| linear foot \|\| align="left" \| (~~112~~ in.) Curved Top Pedestrian Fence (Structures)		\| 607-10.67 \|\| 1 \|\| linear foot \|\| align="left" \| (96 in.) Curved Top Pedestrian Fence (Structures)
			\|-
			\| 607-10.68 \|\| 1 \|\| linear foot \|\| align="left" \| (120 in.) Pedestrian Fence (Structures)
	\|-		\|-
	\| 607-30.00 \|\| 1 \|\| linear foot \|\| align="left" \| (30 in.) Decorative Pedestrian Fence (Structures)		\| 607-30.00 \|\| 1 \|\| linear foot \|\| align="left" \| (30 in.) Decorative Pedestrian Fence (Structures)
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	\|-		\|-
	\| 703-42.30 \|\| 0.1 \|\| cu. yard \|\| align="left" \| Class B-2 Concrete (Post-Tensioned Wearing Surface)		\| 703-42.30 \|\| 0.1 \|\| cu. yard \|\| align="left" \| Class B-2 Concrete (Post-Tensioned Wearing Surface)
			\|-
			\| 703-42.31 \|\| 1 \|\| sq. yard \|\| align="left" \| Slab on Steel (with Transparent Forms)
			\|-
			\| 703-42.32 \|\| 1 \|\| sq. yard \|\| align="left" \| Slab on Concrete I-Girder (with Transparent Forms)
			\|-
			\| 703-42.33 \|\| 1 \|\| sq. yard \|\| align="left" \| Slab on Concrete Bulb-Tee Girder (with Transparent Forms)
			\|-
			\| 703-42.34 \|\| 1 \|\| sq. yard \|\| align="left" \| Slab on Concrete NU-Girder (with Transparent Forms)
			\|-
			\| 703-42.35 \|\| 1 \|\| sq. yard \|\| align="left" \| Slab on Concrete Beam (with Transparent Forms)
	\|-		\|-
	\| 703-44.10 \|\| 1 \|\| linear foot \|\| align="left" \| Type A Barrier		\| 703-44.10 \|\| 1 \|\| linear foot \|\| align="left" \| Type A Barrier

Legged1: /* 751.6.2.17 Excavation */ erratum

2024-04-29T21:19:21Z

751.6.2.17 Excavation: erratum

← Older revision		Revision as of 16:19, 29 April 2024
Line 1,377:		Line 1,377:
	For District Design MSE walls:		For District Design MSE walls:

	Ex. 1 shows that a wall can be laid out ~~along a~~ roadway where ~~it makes sense to include~~ the wall earthwork ~~with the roadway earthwork. This will~~ be ~~the case most of the time~~.		Ex. 1 shows that a wall can be laid out separate from the roadway and will have its own alignment where the wall earthwork can be quantified and shown independently in a table row.

	Ex. 2 shows that a wall can be laid out ~~separate from the~~ roadway ~~and will have its own alignment~~ where the wall earthwork ~~can~~ be ~~quantified and shown independently in a table row~~.		Ex. 2 shows that a wall can be laid out along a roadway where it makes sense to include the wall earthwork with the roadway earthwork. This will be the case most of the time.

Hoskir: /* 751.6.2.9 MSE Retaining Walls */ updated per RR3823

2024-02-09T20:04:38Z

751.6.2.9 MSE Retaining Walls: updated per RR3823

← Older revision		Revision as of 15:04, 9 February 2024
Line 1,010:		Line 1,010:
	====751.6.2.9 MSE Retaining Walls====		====751.6.2.9 MSE Retaining Walls====

	Quantities for Mechanically Stabilized Earth Wall Systems are to be calculated based on the vertical face of the wall system as shown on the plans. The payment for furnishing and fabricating the concrete facing elements, excavation and installing the leveling pad, furnishing and installing the soil reinforcement, furnishing and placing select granular backfill for structural systems, furnishing other incidentals related to the wall system, and erecting the wall system complete-in-place, will be considered completely covered by the contract unit price for Mechanically Stabilized Earth Wall Systems per square foot. The use of the Select Granular Backfill for Structural Systems pay item will not be required.		Quantities for Mechanically Stabilized Earth Wall Systems are to be calculated based on the vertical face of the wall system as shown on the plans. The payment for furnishing and fabricating the concrete facing elements, excavation and installing the leveling pad, furnishing, and installing the soil reinforcement, furnishing, and placing select granular backfill for structural systems, furnishing other incidentals related to the wall system, and erecting the wall system complete-in-place, will be considered completely covered by the contract unit price for Mechanically Stabilized Earth Wall Systems per square foot. The use of the Select Granular Backfill for Structural Systems pay item will not be required. For permanent MSE wall systems use 720-10.00 pay item ([[751.6_General_Quantities#751.6.1_Index_of_Quantities\|EPG 751.6.1 Index of Quantities]]).

	====751.6.2.10 Bridge Slabs====		====751.6.2.10 Bridge Slabs====

Hoskir: /* 751.6.2.8 Temporary Shoring */ updated per RR3823

2024-02-09T19:58:08Z

751.6.2.8 Temporary Shoring: updated per RR3823

← Older revision		Revision as of 14:58, 9 February 2024
Line 1,004:		Line 1,004:
	In the rare case that there are bottom flange cover plates, it is the responsibility of the SPM or SLE to coordinate with district bridge engineer or review visual records and field inspection notes and decide if these plates need to be tested. This should include only welded cover plate ends that terminate in a tension zone. If cover plates terminate at the inflection point or past it, there is a small chance that the bottom flange cover plate welds would need to be tested. (Rarely, other areas of cover plate welds could be tested based on deteriorated conditions as reported from the field on the Structural Rehabilitation Checklist.)		In the rare case that there are bottom flange cover plates, it is the responsibility of the SPM or SLE to coordinate with district bridge engineer or review visual records and field inspection notes and decide if these plates need to be tested. This should include only welded cover plate ends that terminate in a tension zone. If cover plates terminate at the inflection point or past it, there is a small chance that the bottom flange cover plate welds would need to be tested. (Rarely, other areas of cover plate welds could be tested based on deteriorated conditions as reported from the field on the Structural Rehabilitation Checklist.)

	====751.6.2.8 Temporary Shoring====		====751.6.2.8 Temporary Shoring or Temporary MSE Wall System====

	When temporary shoring is required, it shall be reported as a lump sum item on the bridge plans. In addition, the estimated area of temporary shoring shall be computed to the nearest square foot and recorded only in the quantity folder. Embedment of temporary shoring shall be taken as one third of the exposed height of the shoring for the purpose of estimating the shoring area.		When temporary shoring or temporary MSE wall is required, it shall be reported as a lump sum item on the bridge plans. In addition, the estimated area of temporary shoring or temporary MSE wall shall be computed to the nearest square foot and recorded only in the quantity folder. Embedment of temporary shoring shall be taken as one third of the exposed height of the shoring for the purpose of estimating the shoring area. The bottom of temporary MSE wall shall be taken as the lower of the top of permanent wall levelling pad or bottom of improved foundation. For temporary shoring use 206-55.00 pay item and for temporary MSE wall system use 720-14.00 pay item ([[751.6_General_Quantities#751.6.1_Index_of_Quantities\|EPG 751.6.1 Index of Quantities]]).

	====751.6.2.9 MSE Retaining Walls====		====751.6.2.9 MSE Retaining Walls====