Category:604 Miscellaneous Drainage - Revision history

Smithk: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

2021-10-01T15:36:18Z

Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

← Older revision		Revision as of 10:36, 1 October 2021
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	====604.2.1.3 Report (Records)====		====604.2.1.3 Report (Records)====
	Permeable granular backfill material shall be reported using ~~SiteManager~~. "Visual Inspection" shall be shown for Acceptance Method. Miscellaneous materials shall also be reported using ~~SiteManager~~. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the record to clarify conditions of acceptance or rejection.		Permeable granular backfill material shall be reported using AASHTOWARE Project (AWP). "Visual Inspection" shall be shown for Acceptance Method. Miscellaneous materials shall also be reported using AWP. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the record to clarify conditions of acceptance or rejection.

	===604.2.2 Adjusting Drainage Facilities (Sec 604.20)===		===604.2.2 Adjusting Drainage Facilities (Sec 604.20)===
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	====604.2.4.2 Report (Records)====		====604.2.4.2 Report (Records)====
	Precast pipe collars shall be reported using ~~SiteManager~~. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the record to clarify conditions of acceptance or rejection.		Precast pipe collars shall be reported using AWP. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the record to clarify conditions of acceptance or rejection.

	====604.2.5 Connecting Pipe to Existing Structures (Sec 604.50)====		====604.2.5 Connecting Pipe to Existing Structures (Sec 604.50)====

Smithk: /* Concrete Headwalls, Drop Inlets And Manholes (Sec 604.10) */Per CM, additional guidance on approving innovative products for REs.

2018-10-30T18:57:38Z

Concrete Headwalls, Drop Inlets And Manholes (Sec 604.10): Per CM, additional guidance on approving innovative products for REs.

← Older revision		Revision as of 13:57, 30 October 2018
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	The [https://www.modot.org/currently-effective-standard-plans Standard Plans] should be reviewed before inspection is performed. The details are important and the general notes provide valuable information about correct installation.		The [https://www.modot.org/currently-effective-standard-plans Standard Plans] should be reviewed before inspection is performed. The details are important and the general notes provide valuable information about correct installation.

			Alternative products are available that may be suitable for use in lieu of traditional Sec 604 materials. When approached to use these products on a job as part of a change order or value engineering proposal, the Resident Engineer should make an initial determination for suitability and consult the Field Office and New Products Coordinator to help ensure value, uniformity, and tracking of innovations/alternative materials. Examples of such materials that may be suitable in some locations are metal flared end sections modified for multiple culvert pipes and thermoplastic/composite drainage structures.

	===Adjusting Drainage Facilities (Sec 604.20)===		===Adjusting Drainage Facilities (Sec 604.20)===

Smithk at 17:50, 28 September 2018

2018-09-28T17:50:07Z

Smithk: updated links

2016-06-09T14:51:42Z

updated links

← Older revision		Revision as of 09:51, 9 June 2016
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	==604.1 Construction Inspection Guidelines for [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec0604~~.pdf Sec 604]==		==604.1 Construction Inspection Guidelines for [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 604]==

	===Concrete Headwalls, Drop Inlets And Manholes (Sec 604.10)===		===Concrete Headwalls, Drop Inlets And Manholes (Sec 604.10)===
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	=====604.2.1.2.2 Aluminum Alloy, Cast Iron, or Polypropylene Plastic Coated Reinforcing Steel Steps=====		=====604.2.1.2.2 Aluminum Alloy, Cast Iron, or Polypropylene Plastic Coated Reinforcing Steel Steps=====

	Steps for manholes shall be accepted on the basis of a manufacturer's certification and field measurements showing compliance with [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec0604~~.pdf Sec 604.10].		Steps for manholes shall be accepted on the basis of a manufacturer's certification and field measurements showing compliance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 604.10].

	=====604.2.1.2.3 Steel Step Bars=====		=====604.2.1.2.3 Steel Step Bars=====
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	====604.2.4.1 Procedure====		====604.2.4.1 Procedure====
	If a portion of the collar to be used as a section of pipe, the actual collar must meet the requirement for the pipe. The collar shall be constructed in accordance with the details shown in [http://www.modot.mo.gov/business/standards_and_specs/documents/60440.pdf Standard Plan 604.40] and [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec0604~~.pdf Sec 604.40]. The inspector shall ensure that the finished pipe collar will provide a joint connection to fit the pipe.		If a portion of the collar to be used as a section of pipe, the actual collar must meet the requirement for the pipe. The collar shall be constructed in accordance with the details shown in [http://www.modot.mo.gov/business/standards_and_specs/documents/60440.pdf Standard Plan 604.40] and [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 604.40]. The inspector shall ensure that the finished pipe collar will provide a joint connection to fit the pipe.

	====604.2.4.2 Report (Records)====		====604.2.4.2 Report (Records)====

Smithk: /* 604.2.1.2.1 Smooth Roll Roofing */ "ensure" correction

2010-07-09T13:26:55Z

604.2.1.2.1 Smooth Roll Roofing: "ensure" correction

← Older revision		Revision as of 08:26, 9 July 2010
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	=====604.2.1.2.1 Smooth Roll Roofing=====		=====604.2.1.2.1 Smooth Roll Roofing=====
	The labels or invoices shall be checked to ~~insure~~ that the material has been manufactured as 55-pound smooth roll roofing.		The labels or invoices shall be checked to ensure that the material has been manufactured as 55-pound smooth roll roofing.

	=====604.2.1.2.2 Aluminum Alloy, Cast Iron, or Polypropylene Plastic Coated Reinforcing Steel Steps=====		=====604.2.1.2.2 Aluminum Alloy, Cast Iron, or Polypropylene Plastic Coated Reinforcing Steel Steps=====

Smithk: /* 604.2 Material Inspection for Sec 604 */ updated links

2010-07-01T18:11:24Z

604.2 Material Inspection for Sec 604: updated links

← Older revision		Revision as of 13:11, 1 July 2010
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	====604.2.1.3 Report (Records)====		====604.2.1.3 Report (Records)====
	Permeable granular backfill material shall be reported using SiteManager. "Visual Inspection" shall be shown for Acceptance Method. Miscellaneous materials shall also be reported using SiteManager. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|Reporting ~~Test Results~~]], are to be included in the record to clarify conditions of acceptance or rejection.		Permeable granular backfill material shall be reported using SiteManager. "Visual Inspection" shall be shown for Acceptance Method. Miscellaneous materials shall also be reported using SiteManager. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the record to clarify conditions of acceptance or rejection.

	===604.2.2 Adjusting Drainage Facilities (Sec 604.20)===		===604.2.2 Adjusting Drainage Facilities (Sec 604.20)===
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	====604.2.4.2 Report (Records)====		====604.2.4.2 Report (Records)====
	Precast pipe collars shall be reported using SiteManager. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|Reporting ~~Test Results~~]], are to be included in the record to clarify conditions of acceptance or rejection.		Precast pipe collars shall be reported using SiteManager. The record is to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the record to clarify conditions of acceptance or rejection.

	====604.2.5 Connecting Pipe to Existing Structures (Sec 604.50)====		====604.2.5 Connecting Pipe to Existing Structures (Sec 604.50)====

Smithk: /* 604.2 Material Inspection for Sec 604 */minor clarifications

2010-04-16T16:19:41Z

604.2 Material Inspection for Sec 604: minor clarifications

← Older revision		Revision as of 11:19, 16 April 2010
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	====604.2.1.2 Procedure====		====604.2.1.2 Procedure====

	The items covered in this ~~section~~ are items for which no direct payment will be made. These items shall be inspected, compared with the Standard Plans and reported.		The items covered in this article are items for which no direct payment will be made. These items shall be inspected, compared with the Standard Plans and reported.

	=====604.2.1.2.1 Smooth Roll Roofing=====		=====604.2.1.2.1 Smooth Roll Roofing=====
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	===604.2.4 Pipe Collars (Sec 604.40)===		===604.2.4 Pipe Collars (Sec 604.40)===

	This article establishes procedures for inspecting and reporting precast pipe collars. Materials does not normally inspect this item if it is field fabricated on the project, however, pieces of pipe to be joined and materials used to form the collar shall be inspected and reported in accordance with the applicable ~~sections of the~~ Engineering Policy Guide.		This article establishes procedures for inspecting and reporting precast pipe collars. Materials does not normally inspect this item if it is field fabricated on the project, however, pieces of pipe to be joined and materials used to form the collar shall be inspected and reported in accordance with the applicable Engineering Policy Guide articles.

	====604.2.4.1 Procedure====		====604.2.4.1 Procedure====

Smithk: minor clarifications to differentiate EPG articles (that are referenced as "articles", not "sections") from specifications (that are referenced as "sections")

2010-04-02T19:47:17Z

minor clarifications to differentiate EPG articles (that are referenced as "articles", not "sections") from specifications (that are referenced as "sections")

← Older revision		Revision as of 14:47, 2 April 2010
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	=====604.2.1.2.5 Drain Tile=====		=====604.2.1.2.5 Drain Tile=====
	Drain tile shall be inspected in accordance with [[:Category:1026 Reinforced Concrete Culvert Pipe\|1026 Reinforced Concrete Culvert Pipe]] for concrete drain tile or [[:Category:1031 Clay Drain Tile\|1031 Clay Drain Tile]].		Drain tile shall be inspected in accordance with [[:Category:1026 Reinforced Concrete Culvert Pipe\|EPG 1026 Reinforced Concrete Culvert Pipe]] for concrete drain tile or [[:Category:1031 Clay Drain Tile\|EPG 1031 Clay Drain Tile]].

	=====604.2.1.2.6 Screen=====		=====604.2.1.2.6 Screen=====
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	===604.2.2 Adjusting Drainage Facilities (Sec 604.20)===		===604.2.2 Adjusting Drainage Facilities (Sec 604.20)===

	Materials does not normally perform field inspection on this item, however, manhole adjusting rings when required in the contract shall be inspected in accordance with [[:Category:614 Drainage Fittings (Grate Inlets)#614.1 Construction Inspection Guidelines for Sec 614\|614.1 Construction Inspection Guidelines for Sec 614]].		Materials does not normally perform field inspection on this item, however, manhole adjusting rings when required in the contract shall be inspected in accordance with [[:Category:614 Drainage Fittings (Grate Inlets)#614.1 Construction Inspection Guidelines for Sec 614\|EPG 614.1 Construction Inspection Guidelines for Sec 614]].

	===604.2.3 Adjusting House Sewer Connections (Sec 604.30)===		===604.2.3 Adjusting House Sewer Connections (Sec 604.30)===

Smithk: metric removal

2007-09-18T17:56:41Z

metric removal

← Older revision		Revision as of 12:56, 18 September 2007
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	'''Construction Requirements (Sec 604.30.3)'''		'''Construction Requirements (Sec 604.30.3)'''

	Where a house sewer connection is relocated or relaid above a water main, concrete is used to encase the sewer line a minimum thickness of 6 in. ~~(150 mm).~~ The purpose of that encasement is to prevent sanitary leaks from contaminating drinking water.		Where a house sewer connection is relocated or relaid above a water main, concrete is used to encase the sewer line a minimum thickness of 6 in. The purpose of that encasement is to prevent sanitary leaks from contaminating drinking water.

	===Pipe Collars (Sec 604.40)===		===Pipe Collars (Sec 604.40)===
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	=====604.2.1.2.1 Smooth Roll Roofing=====		=====604.2.1.2.1 Smooth Roll Roofing=====
	The labels or invoices shall be checked to insure that the material has been manufactured as 55-pound ~~(25 kg)~~ smooth roll roofing.		The labels or invoices shall be checked to insure that the material has been manufactured as 55-pound smooth roll roofing.

	=====604.2.1.2.2 Aluminum Alloy, Cast Iron, or Polypropylene Plastic Coated Reinforcing Steel Steps=====		=====604.2.1.2.2 Aluminum Alloy, Cast Iron, or Polypropylene Plastic Coated Reinforcing Steel Steps=====

EPG-Admin: improve "look" of construction guidance protion to add clarity

2007-09-05T20:31:12Z

improve "look" of construction guidance protion to add clarity

← Older revision		Revision as of 15:31, 5 September 2007
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	===Concrete Headwalls, Drop Inlets And Manholes (Sec 604.10)===		===Concrete Headwalls, Drop Inlets And Manholes (Sec 604.10)===

	~~====~~Construction Requirements (Sec 604.10.3)~~====~~		'''Construction Requirements (Sec 604.10.3)'''

	The [http://www.modot.mo.gov/business/standards_and_specs/documents/EngTable08-01-07.pdf Standard Plans] should be reviewed before inspection is performed. The details are important and the general notes provide valuable information about correct installation.		The [http://www.modot.mo.gov/business/standards_and_specs/documents/EngTable08-01-07.pdf Standard Plans] should be reviewed before inspection is performed. The details are important and the general notes provide valuable information about correct installation.
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	===Adjusting Drainage Facilities (Sec 604.20)===		===Adjusting Drainage Facilities (Sec 604.20)===

	~~====~~Description (Sec 604.20.1)~~====~~		'''Description (Sec 604.20.1)'''

	The purpose of this item of work is to make existing drainage facilities match new construction. The plans will provide a guideline for the adjustments but the inspector should make any changes necessary for a quality finished product.		The purpose of this item of work is to make existing drainage facilities match new construction. The plans will provide a guideline for the adjustments but the inspector should make any changes necessary for a quality finished product.
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	===Adjusting House Sewer Connections (Sec 604.30)===		===Adjusting House Sewer Connections (Sec 604.30)===

	~~====~~Description (Sec 604.30.1)~~====~~		'''Description (Sec 604.30.1)'''

	This work shall consist of laying or relaying sanitary sewer house connections that are to be relocated or that are to be reconnected to new sewers or temporarily removed to permit the installation of other items in the contract.		This work shall consist of laying or relaying sanitary sewer house connections that are to be relocated or that are to be reconnected to new sewers or temporarily removed to permit the installation of other items in the contract.

	~~====~~Construction Requirements (Sec 604.30.3)~~====~~		'''Construction Requirements (Sec 604.30.3)'''

	Where a house sewer connection is relocated or relaid above a water main, concrete is used to encase the sewer line a minimum thickness of 6 in. (150 mm). The purpose of that encasement is to prevent sanitary leaks from contaminating drinking water.		Where a house sewer connection is relocated or relaid above a water main, concrete is used to encase the sewer line a minimum thickness of 6 in. (150 mm). The purpose of that encasement is to prevent sanitary leaks from contaminating drinking water.
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	===Pipe Collars (Sec 604.40)===		===Pipe Collars (Sec 604.40)===

	~~====~~Description (Sec 604.40.1)~~====~~		'''Description (Sec 604.40.1)'''

	The purpose of the pipe collar is to provide a watertight seal between the two ends of pipe and to assure that the ends don’t get displaced during backfill operations. Also see [http://www.modot.mo.gov/business/standards_and_specs/documents/60440.pdf Standard Plan 604.40].		The purpose of the pipe collar is to provide a watertight seal between the two ends of pipe and to assure that the ends don’t get displaced during backfill operations. Also see [http://www.modot.mo.gov/business/standards_and_specs/documents/60440.pdf Standard Plan 604.40].
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	===Connecting Pipe To Existing Structures (Sec 604.50)===		===Connecting Pipe To Existing Structures (Sec 604.50)===

	~~====~~Construction Requirements (Sec 604.50.2)~~====~~		'''Construction Requirements (Sec 604.50.2)'''

	The [http://www.modot.mo.gov/business/standards_and_specs/documents/EngTable08-01-07.pdf Standard Plans] should be reviewed before inspecting this work. The details are important and the general notes provide valuable information about correct installation.		The [http://www.modot.mo.gov/business/standards_and_specs/documents/EngTable08-01-07.pdf Standard Plans] should be reviewed before inspecting this work. The details are important and the general notes provide valuable information about correct installation.
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	===Slotted Drains (Sec 604.60)===		===Slotted Drains (Sec 604.60)===

	~~====~~Description (Sec 604.60.1)~~====~~		'''Description (Sec 604.60.1)'''

	This work shall consist of furnishing and installing slotted drains in accordance the plans and standard drawings. Also see [http://www.modot.mo.gov/business/standards_and_specs/documents/60470.pdf Standard Plan 604.70].		This work shall consist of furnishing and installing slotted drains in accordance the plans and standard drawings. Also see [http://www.modot.mo.gov/business/standards_and_specs/documents/60470.pdf Standard Plan 604.70].

← Older revision		Revision as of 12:50, 28 September 2018
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	'''Construction Requirements (Sec 604.10.3)'''		'''Construction Requirements (Sec 604.10.3)'''

	The [~~http~~://www.modot.~~mo.gov~~/~~business/standards_and_specs/documents/EngTable08~~-01-~~07.pdf~~ Standard Plans] should be reviewed before inspection is performed. The details are important and the general notes provide valuable information about correct installation.		The [https://www.modot.org/currently-effective-standard-plans Standard Plans] should be reviewed before inspection is performed. The details are important and the general notes provide valuable information about correct installation.

	===Adjusting Drainage Facilities (Sec 604.20)===		===Adjusting Drainage Facilities (Sec 604.20)===
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	'''Description (Sec 604.40.1)'''		'''Description (Sec 604.40.1)'''

	The purpose of the pipe collar is to provide a watertight seal between the two ends of pipe and to assure that the ends don’t get displaced during backfill operations. Also see [~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~60440.pdf~~ Standard Plan 604.40].		The purpose of the pipe collar is to provide a watertight seal between the two ends of pipe and to assure that the ends don’t get displaced during backfill operations. Also see [https://www.modot.org/media/16853 Standard Plan 604.40].

	===Connecting Pipe To Existing Structures (Sec 604.50)===		===Connecting Pipe To Existing Structures (Sec 604.50)===
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	'''Construction Requirements (Sec 604.50.2)'''		'''Construction Requirements (Sec 604.50.2)'''

	The [~~http~~://www.modot.~~mo.gov~~/~~business/standards_and_specs/documents/EngTable08~~-01-~~07.pdf~~ Standard Plans] should be reviewed before inspecting this work. The details are important and the general notes provide valuable information about correct installation.		The [https://www.modot.org/currently-effective-standard-plans Standard Plans] should be reviewed before inspecting this work. The details are important and the general notes provide valuable information about correct installation.

	===Slotted Drains (Sec 604.60)===		===Slotted Drains (Sec 604.60)===
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	'''Description (Sec 604.60.1)'''		'''Description (Sec 604.60.1)'''

	This work shall consist of furnishing and installing slotted drains in accordance the plans and standard drawings. Also see [~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~60470.pdf~~ Standard Plan 604.70].		This work shall consist of furnishing and installing slotted drains in accordance the plans and standard drawings. Also see [https://www.modot.org/media/16854 Standard Plan 604.70].


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	====604.2.4.1 Procedure====		====604.2.4.1 Procedure====
	If a portion of the collar to be used as a section of pipe, the actual collar must meet the requirement for the pipe. The collar shall be constructed in accordance with the details shown in [~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~60440.pdf~~ Standard Plan 604.40] and [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 604.40]. The inspector shall ensure that the finished pipe collar will provide a joint connection to fit the pipe.		If a portion of the collar to be used as a section of pipe, the actual collar must meet the requirement for the pipe. The collar shall be constructed in accordance with the details shown in [https://www.modot.org/media/16853 Standard Plan 604.40] and [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 604.40]. The inspector shall ensure that the finished pipe collar will provide a joint connection to fit the pipe.

	====604.2.4.2 Report (Records)====		====604.2.4.2 Report (Records)====