Category:1034 Reinforced Concrete Elliptical Culvert Pipe - Revision history

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

2021-11-09T21:13:52Z

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

← Older revision		Revision as of 16:13, 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

2021-09-16T13:58:07Z

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

← Older revision		Revision as of 08:58, 16 September 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.

	===1034.2 Sample Record===		===1034.2 Sample Record===

	All sample records shall be completed in ~~SiteManager, as described~~ in [[:Category:101 Standard Forms#Sample Record General ~~Information~~\| Sample Record General ~~Information]] [[image:bulldozer.jpg\|20px~~]]. 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 AASHTOWARE Project (AWP) in accordance with [[:Category:101 Standard Forms #Sample Record, General\|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.

Smithk: updated link

2018-10-15T12:44:57Z

updated link

← Older revision		Revision as of 07:44, 15 October 2018
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	\|'''MGS Information'''		\|'''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

2016-06-15T17:23:00Z

updated links

← Older revision		Revision as of 12:23, 15 June 2016
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	\|}		\|}

	This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete elliptical culvert, storm drain and sewer pipe. Refer to [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1034~~.pdf Sec 1034] for MoDOT’s specifications.		This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete elliptical culvert, storm drain and sewer pipe. Refer to [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1034] for MoDOT’s specifications.

	==1034.1 Apparatus==		==1034.1 Apparatus==
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	==1034.2 Procedure==		==1034.2 Procedure==
	All requirements for this pipe are specified in AASHTO M 207 except the material requirements specified in [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1034~~.pdf Sec 1034]. The basis of acceptance are specified in AASHTO M 207 and the procedures for inspecting and reporting shall be as described in [[:Category:1026 Reinforced Concrete Culvert Pipe\|EPG 1026 Reinforced Concrete Culvert Pipe]].		All requirements for this pipe are specified in AASHTO M 207 except the material requirements specified in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1034]. The basis of acceptance are specified in AASHTO M 207 and the procedures for inspecting and reporting shall be as described in [[:Category:1026 Reinforced Concrete Culvert Pipe\|EPG 1026 Reinforced Concrete Culvert Pipe]].

	Procedures for submitting special or modified designs are described in 1026 Reinforced Concrete Culvert Pipe.		Procedures for submitting special or modified designs are described in 1026 Reinforced Concrete Culvert Pipe.

Smithk: updated link

2013-08-22T17:18:03Z

updated link

← Older revision		Revision as of 12:18, 22 August 2013
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	===1034.2 Sample Record===		===1034.2 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 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 [[106.20 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 [[:Category:101 Standard Forms#Sample Record General Information\| Sample Record General Information]] [[image:bulldozer.jpg\|20px]]. 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.

Smithk: /* 1034.2 Sample Record */ Per CM, updated link to AS 3510

2011-07-05T20:41:00Z

1034.2 Sample Record: Per CM, updated link to AS 3510

← Older revision		Revision as of 15:41, 5 July 2011
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	===1034.2 Sample Record===		===1034.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://~~wwwi~~/~~intranet~~/cm/~~materials~~/vol_3/AS3510.pdf 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 [[106.20 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 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 [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection.

Smithk: /* 1034.2 Sample Record */ updated link

2010-07-01T18:03:51Z

1034.2 Sample Record: updated link

← Older revision		Revision as of 13:03, 1 July 2010
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	===1034.2 Sample Record===		===1034.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf 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~~\|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 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 [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection.

Smithk: minor clarifications

2010-03-31T12:42:26Z

minor clarifications

← Older revision		Revision as of 07:42, 31 March 2010
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	==1034.2 Procedure==		==1034.2 Procedure==
	All requirements for this pipe are specified in AASHTO M 207 except the material requirements specified in [http://www.modot.mo.gov/business/standards_and_specs/Sec1034.pdf Sec 1034]. The basis of acceptance are specified in AASHTO M 207 and the procedures for inspecting and reporting shall be as described in [[:Category:1026 Reinforced Concrete Culvert Pipe\|1026 Reinforced Concrete Culvert Pipe]].		All requirements for this pipe are specified in AASHTO M 207 except the material requirements specified in [http://www.modot.mo.gov/business/standards_and_specs/Sec1034.pdf Sec 1034]. The basis of acceptance are specified in AASHTO M 207 and the procedures for inspecting and reporting shall be as described in [[:Category:1026 Reinforced Concrete Culvert Pipe\|EPG 1026 Reinforced Concrete Culvert Pipe]].

	Procedures for submitting special or modified designs are described in 1026 Reinforced Concrete Culvert Pipe.		Procedures for submitting special or modified designs are described in 1026 Reinforced Concrete Culvert Pipe.

	==1034.3 Report (Records)==		==1034.3 Report (Records)==
	All reports of materials and inspections are to be made in accordance with [[:Category:1026 Reinforced Concrete Culvert Pipe\|1026 Reinforced Concrete Culvert Pipe]].		All reports of materials and inspections are to be made in accordance with [[:Category:1026 Reinforced Concrete Culvert Pipe\|EPG 1026 Reinforced Concrete Culvert Pipe]].

	==1034.4 Laboratory Testing Guidelines for Sec 1034==		==1034.4 Laboratory Testing Guidelines for Sec 1034==
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	===1034.2 Sample Record===		===1034.2 Sample Record===

	All sample records shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf 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 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\|EPG 106.9 Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection.

EPG-Admin: enable link to Automation Section 3510

2008-02-21T16:41:36Z

enable link to Automation Section 3510

← Older revision		Revision as of 11:41, 21 February 2008
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	===1034.2 Sample Record===		===1034.2 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 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.

Smithk: article construction

2007-10-29T17:30:57Z

article construction

← Older revision		Revision as of 12:30, 29 October 2007
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			{\|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="280px" align="right"
			\|-
			\|'''MGS Information'''
			\|-
			\|[http://www.modot.mo.gov/business/materials/pdf/mgs/MGSINDEX.pdf Current General Services Specifications (MGS) By Subject]
			\|}

	This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete elliptical culvert, storm drain and sewer pipe. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1034.pdf Sec 1034] for MoDOT’s specifications.		This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete elliptical culvert, storm drain and sewer pipe. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1034.pdf Sec 1034] for MoDOT’s specifications.