Category:1035 Reinforced Concrete Arch Culvert - Revision history

Smithk: /* 1035.3 Report */ Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

2022-01-03T18:23:19Z

1035.3 Report: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

← Older revision		Revision as of 13:23, 3 January 2022
Line 39:		Line 39:

	==1035.3 Report==		==1035.3 Report==
	All reports of materials and inspections are to be made using ~~SiteManager~~.		All reports of materials and inspections are to be made using AASHTOWARE Project (AWP).

	When a PAL material is checked it is appropriate to make a disposition remark to the ~~SiteManager~~ Sample record associated with the PAL ID#.		When a PAL material is checked it is appropriate to make a disposition remark to the AWP Sample record associated with the PAL ID#.

Smithk: updated link

2018-10-15T12:45:44Z

updated link

← Older revision		Revision as of 07:45, 15 October 2018
Line 3:		Line 3:
	\|'''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

2016-06-15T17:23:27Z

updated links

← Older revision		Revision as of 12:23, 15 June 2016
Line 6:		Line 6:
	\|}		\|}

	This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1035~~.pdf Sec 1035] for MoDOT’s specifications.		This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1035] for MoDOT’s specifications.

	For Laboratory testing and sample reporting procedures, refer to [[1035.4 Laboratory Testing Guidelines for Sec 1035\|Laboratory Testing Guidelines for Sec 1035]].		For Laboratory testing and sample reporting procedures, refer to [[1035.4 Laboratory Testing Guidelines for Sec 1035\|Laboratory Testing Guidelines for Sec 1035]].
Line 13:		Line 13:
	==1035.1 Apparatus==		==1035.1 Apparatus==

	All requirements for these arch culverts are specified in AASHTO M 206 except the material requirements for cement, coarse aggregate, reinforcing steel and fine aggregate are specified in [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1036~~.pdf Sec 1036].		All requirements for these arch culverts are specified in AASHTO M 206 except the material requirements for cement, coarse aggregate, reinforcing steel and fine aggregate are specified in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1036].

	Acceptance under AASHTO M 206 involves either crushing of arch sections or compressive tests on cylinders or cores. Which method is performed is at the option of the manufacturer.		Acceptance under AASHTO M 206 involves either crushing of arch sections or compressive tests on cylinders or cores. Which method is performed is at the option of the manufacturer.

Smithk: /* 1035.2 Procedure */ minor clarification

2010-03-31T12:43:01Z

1035.2 Procedure: minor clarification

← Older revision		Revision as of 07:43, 31 March 2010
Line 34:		Line 34:
	PAL materials should be visually checked and the paperwork verified when possible.		PAL materials should be visually checked and the paperwork verified when possible.

	Requirements placed on special or modified designs are outlined in AASHTO M 206. Further procedures can be found in [[106.16 Special Designs\|106.16 Special Designs]].		Requirements placed on special or modified designs are outlined in AASHTO M 206. Further procedures can be found in [[106.16 Special Designs\|EPG 106.16 Special Designs]].

	Acceptance cylinders, if chosen, are the responsibility of the manufacturer. An inspector’s job is to review the results for compliance with specification. It is good procedure to randomly validate the manufacturer’s results by making cylinders for comparison.		Acceptance cylinders, if chosen, are the responsibility of the manufacturer. An inspector’s job is to review the results for compliance with specification. It is good procedure to randomly validate the manufacturer’s results by making cylinders for comparison.

Smithk: article construction

2007-10-29T17:31:25Z

article construction

← Older revision		Revision as of 12:31, 29 October 2007
Line 1:		Line 1:
			{\|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 arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.		This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.

Smithk: article construction

2007-09-06T14:21:00Z

article construction

← Older revision		Revision as of 09:21, 6 September 2007
Line 1:		Line 1:
	This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.		This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.

	For Laboratory testing and sample reporting procedures, refer to [[~~:Category:~~1035.4 Laboratory Testing Guidelines for Sec 1035\|Laboratory Testing Guidelines for Sec 1035]].		For Laboratory testing and sample reporting procedures, refer to [[1035.4 Laboratory Testing Guidelines for Sec 1035\|Laboratory Testing Guidelines for Sec 1035]].

Smithk: article construction

2007-09-06T14:19:45Z

article construction

← Older revision		Revision as of 09:19, 6 September 2007
Line 1:		Line 1:
	This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.		This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.

			For Laboratory testing and sample reporting procedures, refer to [[:Category:1035.4 Laboratory Testing Guidelines for Sec 1035\|Laboratory Testing Guidelines for Sec 1035]].


	==1035.1 Apparatus==		==1035.1 Apparatus==

Smithk: article construction

2007-09-06T14:15:22Z

article construction

← Older revision		Revision as of 09:15, 6 September 2007
Line 8:		Line 8:

	Every manufacturer providing arch culverts under Sec 1035 must furnish all testing equipment required under AASHTO T 280.		Every manufacturer providing arch culverts under Sec 1035 must furnish all testing equipment required under AASHTO T 280.

	~~==1035.1 Apparatus==~~

	(a) Rule with suitable graduations to accurately measure the material to be inspected.		(a) Rule with suitable graduations to accurately measure the material to be inspected.

Smithk: info from material manual

2007-07-31T17:26:40Z

info from material manual

New page

This article establishes procedures for inspecting, acceptance and reporting of reinforced concrete arch culvert. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1035.pdf Sec 1035] for MoDOT’s specifications.

==1035.1 Apparatus==

All requirements for these arch culverts are specified in AASHTO M 206 except the material requirements for cement, coarse aggregate, reinforcing steel and fine aggregate are specified in [http://www.modot.mo.gov/business/standards_and_specs/Sec1036.pdf Sec 1036].

Acceptance under AASHTO M 206 involves either crushing of arch sections or compressive tests on cylinders or cores. Which method is performed is at the option of the manufacturer.

Every manufacturer providing arch culverts under Sec 1035 must furnish all testing equipment required under AASHTO T 280.

==1035.1 Apparatus==

(a) Rule with suitable graduations to accurately measure the material to be inspected.

(b) OK - MoDOT stamp.

(c) Weather-resistant marking material.

(d) Applicable AASHTO specifications.

==1035.2 Procedure==
The bases of acceptance are specified in AASHTO M206.

The procedures for inspecting and reporting the components used in manufacturing reinforced concrete arch culverts shall be as applicable for each component.

PAL materials should be visually checked and the paperwork verified when possible.

Requirements placed on special or modified designs are outlined in AASHTO M 206. Further procedures can be found in [[106.16 Special Designs|106.16 Special Designs]].

Acceptance cylinders, if chosen, are the responsibility of the manufacturer. An inspector’s job is to review the results for compliance with specification. It is good procedure to randomly validate the manufacturer’s results by making cylinders for comparison.

==1035.3 Report==
All reports of materials and inspections are to be made using SiteManager.

When a PAL material is checked it is appropriate to make a disposition remark to the SiteManager Sample record associated with the PAL ID#.