Category:1002 Aggregate for Asphaltic Concrete - Revision history

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

2021-09-14T16:15:26Z

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

Smithk at 13:58, 2 June 2021

2021-06-02T13:58:01Z

← Older revision		Revision as of 08:58, 2 June 2021
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	Source Approval is to be based on the results of Laboratory tests. Acceptance is based on routine tests in the field to ensure compliance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002.]		Source Approval is to be based on the results of Laboratory tests. Acceptance is based on routine tests in the field to ensure compliance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002.]

	Acceptance or rejection of aggregates for asphaltic concrete will be on the basis of quality requirements of Standard Specification [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002], placing full responsibility for obtaining the proper gradation shown on the approved job mix formula on the ~~contractor~~. It is expected, however, that the District Construction and Materials Engineer will cooperate with the ~~contractor~~ by keeping ~~him~~ informed as to whether the produced material can be combined to meet the gradation shown in the approved job mix formula.		Acceptance or rejection of aggregates for asphaltic concrete will be on the basis of quality requirements of Standard Specification [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002], placing full responsibility for obtaining the proper gradation shown on the approved job mix formula on the contractors. It is expected, however, that the District Construction and Materials Engineer will cooperate with the contractors by keeping them informed as to whether the produced material can be combined to meet the gradation shown in the approved job mix formula.

	If ~~the contractor desires~~ to have material produced to comply with gradations that ~~he has~~ selected as being more applicable to the approved job mix, the ~~contractor~~ shall furnish the necessary gradation requirements to the District Construction and Materials Engineer and the aggregate ~~producer~~ in writing. The inspector should then immediately notify both the ~~contractor~~ and the ~~producer~~ when the material, as produced, approaches or exceeds these additional limits. This procedure should be explained to all contractors so that they may proceed on that basis, if they prefer. Where contractors are not willing to furnish adequate and definite instructions, the basis of acceptance or rejection of the material will be as described in paragraph ~~1002.2.1 above~~.		If contractors desire to have material produced to comply with gradations that they have selected as being more applicable to the approved job mix, the contractors shall furnish the necessary gradation requirements to the District Construction and Materials Engineer and the aggregate producers in writing. The inspector should then immediately notify both the contractors and the producers when the material, as produced, approaches or exceeds these additional limits. This procedure should be explained to all contractors so that they may proceed on that basis, if they prefer. Where contractors are not willing to furnish adequate and definite instructions, the basis of acceptance or rejection of the material will be as described in the immediately preceding paragraph.

	==1002.3 Records and Reports==		==1002.3 Records and Reports==

Smithk: /* 1002.2 Acceptance */

2021-06-02T12:13:07Z

1002.2 Acceptance

← Older revision		Revision as of 07:13, 2 June 2021
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	Acceptance or rejection of aggregates for asphaltic concrete will be on the basis of quality requirements of Standard Specification [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002], placing full responsibility for obtaining the proper gradation shown on the approved job mix formula on the contractor. It is expected, however, that the District Construction and Materials Engineer will cooperate with the contractor by keeping him informed as to whether the produced material can be combined to meet the gradation shown in the approved job mix formula.		Acceptance or rejection of aggregates for asphaltic concrete will be on the basis of quality requirements of Standard Specification [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002], placing full responsibility for obtaining the proper gradation shown on the approved job mix formula on the contractor. It is expected, however, that the District Construction and Materials Engineer will cooperate with the contractor by keeping him informed as to whether the produced material can be combined to meet the gradation shown in the approved job mix formula.

	If the contractor desires to have material produced to comply with gradations that he has selected as being more applicable to the approved job mix, he shall furnish the necessary gradation requirements to the District Construction and Materials Engineer and the aggregate producer in writing. The inspector should then immediately notify both the contractor and the producer when the material, as produced, approaches or exceeds these additional limits. This procedure should be explained to all contractors so that they may proceed on that basis, if they prefer. Where contractors are not willing to furnish adequate and definite instructions, the basis of acceptance or rejection of the material will be as described in paragraph 1002.2.1 above.		If the contractor desires to have material produced to comply with gradations that he has selected as being more applicable to the approved job mix, the contractor shall furnish the necessary gradation requirements to the District Construction and Materials Engineer and the aggregate producer in writing. The inspector should then immediately notify both the contractor and the producer when the material, as produced, approaches or exceeds these additional limits. This procedure should be explained to all contractors so that they may proceed on that basis, if they prefer. Where contractors are not willing to furnish adequate and definite instructions, the basis of acceptance or rejection of the material will be as described in paragraph 1002.2.1 above.

	==1002.3 Records and Reports==		==1002.3 Records and Reports==

Smithk: updated pre-qualified list link

2019-04-12T13:46:32Z

updated pre-qualified list link

← Older revision		Revision as of 08:46, 12 April 2019
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	==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==		==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==
	Mineral filler shall be in accordance with M 17 and shall meet the requirements of Specification Section 1002.4 in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002]. Upon approval of the mineral filler, the manufacturer and product will be added to the list [~~http~~://www.modot.~~state.mo.us/business/materials~~/~~pdf~~/~~vol_1/FS1002T1.pdf~~ "Qualified Mineral Filler for SMA"].		Mineral filler shall be in accordance with M 17 and shall meet the requirements of Specification Section 1002.4 in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002]. Upon approval of the mineral filler, the manufacturer and product will be added to the list [https://www.modot.org/media/467 "Qualified Mineral Filler for SMA"].

	==1002.5 Laboratory Testing for Sec 1002==		==1002.5 Laboratory Testing for Sec 1002==

Smithk: updated link

2018-10-11T19:57:32Z

updated link

← Older revision		Revision as of 14:57, 11 October 2018
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	\|'''Additional MGS Information'''		\|'''Additional MGS Information'''
	\|-		\|-
	\|[~~http~~://www.modot.~~mo.gov/business/materials/pdf~~/mgs~~/MGSINDEX.pdf~~ Current General Services Specifications (MGS) By Subject]		\|[https://www.modot.org/general-services-specifications-mgs-subject Current General Services Specifications (MGS) By Subject]
	\|}		\|}

Smithk: updated links

2016-06-15T15:46:47Z

updated links

← Older revision		Revision as of 10:46, 15 June 2016
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	==1002.2 Acceptance==		==1002.2 Acceptance==
	Source Approval is to be based on the results of Laboratory tests. Acceptance is based on routine tests in the field to ensure compliance with [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec1002~~.pdf Sec 1002.]		Source Approval is to be based on the results of Laboratory tests. Acceptance is based on routine tests in the field to ensure compliance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002.]

	Acceptance or rejection of aggregates for asphaltic concrete will be on the basis of quality requirements of Standard Specification [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec1002~~.pdf Sec 1002], placing full responsibility for obtaining the proper gradation shown on the approved job mix formula on the contractor. It is expected, however, that the District Construction and Materials Engineer will cooperate with the contractor by keeping him informed as to whether the produced material can be combined to meet the gradation shown in the approved job mix formula.		Acceptance or rejection of aggregates for asphaltic concrete will be on the basis of quality requirements of Standard Specification [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002], placing full responsibility for obtaining the proper gradation shown on the approved job mix formula on the contractor. It is expected, however, that the District Construction and Materials Engineer will cooperate with the contractor by keeping him informed as to whether the produced material can be combined to meet the gradation shown in the approved job mix formula.

	If the contractor desires to have material produced to comply with gradations that he has selected as being more applicable to the approved job mix, he shall furnish the necessary gradation requirements to the District Construction and Materials Engineer and the aggregate producer in writing. The inspector should then immediately notify both the contractor and the producer when the material, as produced, approaches or exceeds these additional limits. This procedure should be explained to all contractors so that they may proceed on that basis, if they prefer. Where contractors are not willing to furnish adequate and definite instructions, the basis of acceptance or rejection of the material will be as described in paragraph 1002.2.1 above.		If the contractor desires to have material produced to comply with gradations that he has selected as being more applicable to the approved job mix, he shall furnish the necessary gradation requirements to the District Construction and Materials Engineer and the aggregate producer in writing. The inspector should then immediately notify both the contractor and the producer when the material, as produced, approaches or exceeds these additional limits. This procedure should be explained to all contractors so that they may proceed on that basis, if they prefer. Where contractors are not willing to furnish adequate and definite instructions, the basis of acceptance or rejection of the material will be as described in paragraph 1002.2.1 above.
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	==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==		==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==
	Mineral filler shall be in accordance with M 17 and shall meet the requirements of Specification Section 1002.4 in [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec1002~~.pdf Sec 1002]. Upon approval of the mineral filler, the manufacturer and product will be added to the list [http://www.modot.state.mo.us/business/materials/pdf/vol_1/FS1002T1.pdf "Qualified Mineral Filler for SMA"].		Mineral filler shall be in accordance with M 17 and shall meet the requirements of Specification Section 1002.4 in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1002]. Upon approval of the mineral filler, the manufacturer and product will be added to the list [http://www.modot.state.mo.us/business/materials/pdf/vol_1/FS1002T1.pdf "Qualified Mineral Filler for SMA"].

	==1002.5 Laboratory Testing for Sec 1002==		==1002.5 Laboratory Testing for Sec 1002==

Smithk: /* 1002.1 Procedure */Per CM, the ITP gives sampling requirements and excel to oracle sheets for reporting material. Thus the Required Field Test tables were removed

2015-03-26T13:03:52Z

1002.1 Procedure: Per CM, the ITP gives sampling requirements and excel to oracle sheets for reporting material. Thus the Required Field Test tables were removed

@@ Line 12: / Line 12: @@
 ==1002.1 Procedure==
 Inspection, testing, and sampling will also be governed by the instructions contained in [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]].
 Samples required for Laboratory tests are as follows:

Smithk: updated links

2013-08-22T13:41:19Z

updated links

← Older revision		Revision as of 08:41, 22 August 2013
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	==1002.1 Procedure==		==1002.1 Procedure==
	Inspection, testing, and sampling will also be governed by the instructions contained in [[:Category:1001 General Requirements for Material\|General Requirements for Material]].		Inspection, testing, and sampling will also be governed by the instructions contained in [[:Category:1001 General Requirements for Material\|EPG 1001 General Requirements for Material]].

	Field tests required are as follows:		Field tests required are as follows:
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	==1002.3 Records and Reports==		==1002.3 Records and Reports==
	All plant records shown in [[:Category:1001 General Requirements for Material#1001.6 Records and Reports\|General Requirements for Material - Records and Reports]] shall be maintained. The aggregate shall be reported through SiteManager in accordance with [~~http~~:~~//contribute~~.~~modot.mo.gov/business/materials/pdf/vol_3/AS3510.pdf Automation Section 3510~~].		All plant records shown in [[:Category:1001 General Requirements for Material#1001.6 Records and Reports\|EPG 1001.6 General Requirements for Material - Records and Reports]] shall be maintained. The aggregate shall be reported through SiteManager in accordance with [[:Category:101 Standard Forms#Sample Record General Information\| Sample Record General Information]] [[image:bulldozer.jpg\|20px]].

	==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==		==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==
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	===1002.5.3 Sample Record===		===1002.5.3 Sample Record===
	The sample record shall be completed in SiteManager, as described in [~~http~~:~~//contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510~~.~~pdf Automation Section 3510~~], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.		The sample record shall be completed in SiteManager, as described in [[:Category:101 Standard Forms#Sample Record General Information\| Sample Record General Information]] [[image:bulldozer.jpg\|20px]], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.

Smithk: updated link

2013-02-14T19:48:16Z

updated link

← Older revision		Revision as of 14:48, 14 February 2013
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	==1002.3 Records and Reports==		==1002.3 Records and Reports==
	All plant records shown in [[:Category:1001 General Requirements for Material#1001.5 Records and Reports\|General Requirements for Material - Records and Reports]] shall be maintained. The aggregate shall be reported through SiteManager in accordance with [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510.pdf Automation Section 3510].		All plant records shown in [[:Category:1001 General Requirements for Material#1001.6 Records and Reports\|General Requirements for Material - Records and Reports]] shall be maintained. The aggregate shall be reported through SiteManager in accordance with [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510.pdf Automation Section 3510].

	==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==		==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==

Smithk: /* 1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA) */ Per CM, added link to suppliers for Qualified Mineral Filler for SMA.

2012-03-06T16:15:10Z

1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA): Per CM, added link to suppliers for Qualified Mineral Filler for SMA.

← Older revision		Revision as of 11:15, 6 March 2012
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	==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==		==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==
	Mineral filler shall be in accordance with M 17 and shall meet the requirements of Specification Section 1002.4 in [http://modot.mo.gov/business/standards_and_specs/Sec1002.pdf Sec 1002]. Upon approval of the mineral filler, the manufacturer and product will be added to the list ~~“Qualified~~ Mineral Filler for ~~SMA”~~.		Mineral filler shall be in accordance with M 17 and shall meet the requirements of Specification Section 1002.4 in [http://modot.mo.gov/business/standards_and_specs/Sec1002.pdf Sec 1002]. Upon approval of the mineral filler, the manufacturer and product will be added to the list [http://www.modot.state.mo.us/business/materials/pdf/vol_1/FS1002T1.pdf "Qualified Mineral Filler for SMA"].

	==1002.5 Laboratory Testing for Sec 1002==		==1002.5 Laboratory Testing for Sec 1002==

← Older revision		Revision as of 11:15, 14 September 2021
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	==1002.3 Records and Reports==		==1002.3 Records and Reports==
	All plant records shown in [[:Category:1001 General Requirements for Material#1001.6 Records and Reports\|EPG 1001.6 General Requirements for Material - Records and Reports]] shall be maintained. The aggregate shall be reported through ~~SiteManager~~ in ~~accordance with~~ [[:Category:101 Standard Forms#Sample Record General ~~Information~~\| Sample Record General ~~Information]] [[image:bulldozer.jpg\|20px~~]].		All plant records shown in [[:Category:1001 General Requirements for Material#1001.6 Records and Reports\|EPG 1001.6 General Requirements for Material - Records and Reports]] shall be maintained. The aggregate shall be reported through AASHTOWARE Project (AWP), as described in [[:Category:101 Standard Forms#Sample Record, General\|AWP MA Sample Record, General]].

	==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==		==1002.4 Qualified Mineral Filler for Stone Matrix Asphalt (SMA)==
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	===1002.5.1 Types of Samples Tested===		===1002.5.1 Types of Samples Tested===
	====1002.5.1.1 Initial Approval Sample====		====1002.5.1.1 Initial Approval Sample====
	Tests consist of specific gravity, absorption, and Los Angeles abrasion. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through ~~SiteManager~~.		Tests consist of specific gravity, absorption, and Los Angeles abrasion. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.
	====1002.5.1.2 Source Approval Sample====		====1002.5.1.2 Source Approval Sample====
	Coarse aggregate tests for source approval consist of sieve analysis, specific gravity, absorption, Los Angeles abrasion, and deleterious content. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through ~~SiteManager~~.		Coarse aggregate tests for source approval consist of sieve analysis, specific gravity, absorption, Los Angeles abrasion, and deleterious content. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.

	Fine aggregate tests for source approval consist of sieve analysis; specific gravity; other deleterious substances, clay lumps, and shale; and lightweight particle content when specified. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through ~~SiteManager~~.		Fine aggregate tests for source approval consist of sieve analysis; specific gravity; other deleterious substances, clay lumps, and shale; and lightweight particle content when specified. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.

	====1002.5.1.3 Trial Mix Samples====		====1002.5.1.3 Trial Mix Samples====
	Coarse aggregate tests for trial mix consist of sieve analysis, specific gravity, absorption, plastic index (when required), deleterious content, sand equivalency (T176) and uncompacted voids (T304). The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through ~~SiteManager~~.		Coarse aggregate tests for trial mix consist of sieve analysis, specific gravity, absorption, plastic index (when required), deleterious content, sand equivalency (T176) and uncompacted voids (T304). The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.

	Fine aggregate tests for trial mix consist of sieve analysis, specific gravity, plastic index (when required), other deleterious substances, clay lumps and shale, and lightweight particle content when specified. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through ~~SiteManager~~.		Fine aggregate tests for trial mix consist of sieve analysis, specific gravity, plastic index (when required), other deleterious substances, clay lumps and shale, and lightweight particle content when specified. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.

	Mineral filler tests for trial mix consist of sieve analysis and specific gravity. The minimum time required for completion of tests is two working days from the date received. Test results and calculations shall be recorded through ~~SiteManager~~.		Mineral filler tests for trial mix consist of sieve analysis and specific gravity. The minimum time required for completion of tests is two working days from the date received. Test results and calculations shall be recorded through AWP.

	===1002.5.2 Procedure===		===1002.5.2 Procedure===
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	===1002.5.3 Sample Record===		===1002.5.3 Sample Record===
	The sample record shall be completed in ~~SiteManager~~, as described in [[:Category:101 Standard Forms#Sample Record General ~~Information~~\| Sample Record General ~~Information]] [[image:bulldozer.jpg\|20px~~]], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.		The sample record shall be completed in AASHTOWARE Project (AWP), as described in [[:Category:101 Standard Forms#Sample Record, General\|AWP MA Sample Record, General]], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.