1035.4 Laboratory Testing Guidelines for Sec 1035 - Revision history

Smithk: /* 1035.4.2 Sample Record */ Per CM, replaced archaic "Automation Section" with AWP MA Sample Record, General

2021-11-24T13:50:29Z

1035.4.2 Sample Record: Per CM, replaced archaic "Automation Section" with AWP MA Sample Record, General

← Older revision		Revision as of 08:50, 24 November 2021
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	===1035.4.2 Sample Record===		===1035.4.2 Sample Record===

	All sample records shall be completed in AWP, as described in [~~http~~://~~contribute~~.modot.~~mo.gov/business/materials~~/~~pdf~~/~~vol_3~~/~~MMV3CONT~~.~~pdf Automation Section~~]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.		All sample records shall be completed in AWP, as described in [https://epg.modot.org/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sample Record, General]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: Per CM, revision reflects AASHTO's renaming of test method T23 to R100

2021-11-09T21:14:21Z

Per CM, revision reflects AASHTO's renaming of test method T23 to R100

← Older revision		Revision as of 16:14, 9 November 2021
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	Tests consist of compression and absorption.		Tests consist of compression and absorption.

	'''Compression Test.''' Samples may consist of two standard concrete cylinders'made in accordance with AASHTO ~~T23~~ or one core drilled from the wall of the pipe in accordance with AASHTO T280.		'''Compression Test.''' Samples may consist of two standard concrete cylinders'made in accordance with AASHTO R100 or one core drilled from the wall of the pipe in accordance with AASHTO T280.

	:a) Concrete cylinders shall be tested in accordance with AASHTO T22. Test results and calculations shall be recorded through AASHTOWARE Project (AWP).		:a) Concrete cylinders shall be tested in accordance with AASHTO T22. Test results and calculations shall be recorded through AASHTOWARE Project (AWP).

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

2021-10-01T18:18:46Z

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

← Older revision		Revision as of 13:18, 1 October 2021
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	'''Compression Test.''' Samples may consist of two standard concrete cylinders'made in accordance with AASHTO T23 or one core drilled from the wall of the pipe in accordance with AASHTO T280.		'''Compression Test.''' Samples may consist of two standard concrete cylinders'made in accordance with AASHTO T23 or one core drilled from the wall of the pipe in accordance with AASHTO T280.

	:a) Concrete cylinders shall be tested in accordance with AASHTO T22. Test results and calculations shall be recorded through ~~SiteManager~~.		:a) Concrete cylinders shall be tested in accordance with AASHTO T22. Test results and calculations shall be recorded through AASHTOWARE Project (AWP).

	:b) Drilled cores shall be tested in accordance with AASHTO T280. Test results and calculations shall be recorded through ~~SiteManager~~.		:b) Drilled cores shall be tested in accordance with AASHTO T280. Test results and calculations shall be recorded through AWP.

	'''Absorption Test.''' Samples shall be tested in accordance with AASHTO T280. Test results and calculations shall be recorded through ~~SiteManager~~.		'''Absorption Test.''' Samples shall be tested in accordance with AASHTO T280. Test results and calculations shall be recorded through AWP.

	===1035.2 Sample Record===		===1035.4.2 Sample Record===

	All sample records shall be completed in ~~SiteManager~~, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.		All sample records shall be completed in AWP, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: /* 1035.2 Sample Record */ Per CM, updated link

2013-10-10T16:18:20Z

1035.2 Sample Record: Per CM, updated link

← Older revision		Revision as of 11:18, 10 October 2013
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	===1035.2 Sample Record===		===1035.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/~~AS3510~~.pdf Automation Section ~~3510~~]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.		All sample records shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: /* 1035.2 Sample Record */ Per CM, updated link to AS 3510

2011-07-05T20:21:35Z

1035.2 Sample Record: Per CM, updated link to AS 3510

← Older revision		Revision as of 15:21, 5 July 2011
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	===1035.2 Sample Record===		===1035.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://~~wwwi~~/~~intranet~~/cm/~~materials~~/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.		All sample records shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: /* 1035.2 Sample Record */ updated link

2010-07-01T18:28:10Z

1035.2 Sample Record: updated link

← Older revision		Revision as of 13:28, 1 July 2010
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	===1035.2 Sample Record===		===1035.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section shall indicate acceptance, qualified acceptance or rejection. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|EPG 106.9 Reporting ~~Test Results~~]], are to be included in the remarks to clarify conditions of acceptance or rejection.		All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section 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.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: minor clarification

2010-03-31T12:43:25Z

minor clarification

← Older revision		Revision as of 07:43, 31 March 2010
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	===1035.2 Sample Record===		===1035.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section shall indicate acceptance, qualified acceptance or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|106.9 Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection.		All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section shall indicate acceptance, qualified acceptance or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|EPG 106.9 Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: article construction

2008-02-21T15:30:58Z

article construction

← Older revision		Revision as of 10:30, 21 February 2008
Line 1:		Line 1:

	This artilce establishes procedures for Laboratory testing and reporting samples of reinforced concrete arch culvert, storm drain and sewer pipe.		This artilce establishes procedures for Laboratory testing and reporting samples of reinforced concrete arch culvert, storm drain and sewer pipe.

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	===1035.2 Sample Record===		===1035.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [[Automation ~~Sec~~ 3510]]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section shall indicate acceptance, qualified acceptance or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|106.9 Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection.		All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section shall indicate acceptance, qualified acceptance or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|106.9 Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection.

	[[Category:1035 Reinforced Concrete Arch Culvert]]		[[Category:1035 Reinforced Concrete Arch Culvert]]

Smithk: info from lab manual

2007-09-06T14:20:14Z

info from lab manual

New page

This artilce establishes procedures for Laboratory testing and reporting samples of reinforced concrete arch culvert, storm drain and sewer pipe.

===1035.4.1 Procedure===

Tests consist of compression and absorption.

'''Compression Test.''' Samples may consist of two standard concrete cylinders'made in accordance with AASHTO T23 or one core drilled from the wall of the pipe in accordance with AASHTO T280.

:a) Concrete cylinders shall be tested in accordance with AASHTO T22. Test results and calculations shall be recorded through SiteManager.

:b) Drilled cores shall be tested in accordance with AASHTO T280. Test results and calculations shall be recorded through SiteManager.

'''Absorption Test.''' Samples shall be tested in accordance with AASHTO T280. Test results and calculations shall be recorded through SiteManager.

===1035.2 Sample Record===

All sample records shall be completed in SiteManager, as described in [[Automation Sec 3510]]. Test results shall be reported on the appropriate templates under the Tests tab. Compression test results for concrete cylinders shall include the notation in remarks, "Specimens submitted for compressive strength at the age indicated." Compression test results for concrete cores shall include the notation in remarks, "Sample submitted for the determinations indicated." Absorption test results for concrete cores or pieces from the wall of the section shall indicate acceptance, qualified acceptance or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results|106.9 Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection.

[[Category:1035 Reinforced Concrete Arch Culvert]]