Category:1037 Sheer Connectors - Revision history

EPGsysop at 19:43, 12 January 2018

2018-01-12T19:43:04Z

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-{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="210px" align="right"
+{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="240px" align="center"
 |-
-|'''Approved and Pre-Qualified List'''
+|'''EPG 1037 Sheer Connectors has been moved.'''
 |-
-|[http://www.modot.mo.gov/business/materials/pdf/vol_1/FS1037T1.pdf Qualified Manufacturers of Shear Connectors]
+|Information from EPG 1037 Sheer Connectors is now presented in [[:Category: 1037 Shear Connectors|EPG 1037 Shear Connectors]].
 |}

Smithk: updated links

2016-06-15T17:26:43Z

updated links

← Older revision		Revision as of 12:26, 15 June 2016
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	This article establishes procedures for inspecting stud-type shear connectors. Refer to [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1037~~.pdf Sec 1037] for MoDOT’s specifications.		This article establishes procedures for inspecting stud-type shear connectors. Refer to [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1037] for MoDOT’s specifications.

	==1037.1 Apparatus==		==1037.1 Apparatus==
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	===1037.2.1 Certifications===		===1037.2.1 Certifications===
	The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1037~~.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to ensure compliance with contract requirements. The manufacturers listed in [[106.1 Source of Supply and Quality Requirements#Bridge\|EPG 106.1 Source of Supply and Quality Requirements]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.		The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1037.10]. These certifications shall be carefully checked by the inspector to ensure compliance with contract requirements. The manufacturers listed in [[106.1 Source of Supply and Quality Requirements#Bridge\|EPG 106.1 Source of Supply and Quality Requirements]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.

	===1037.2.2 Inspection===		===1037.2.2 Inspection===
	The studs shall be spot checked to ensure that they are of uniform quality and condition; and free from laps, fins, seams, cracks, twists, bends or other injurious defects. The finish shall be as produced by cold drawing, cold rolling or machining. The size of studs with allowable tolerance shall be as shown in [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1037~~.pdf Sec 1037]. It should be noted that the overall height should be measured after welding.		The studs shall be spot checked to ensure that they are of uniform quality and condition; and free from laps, fins, seams, cracks, twists, bends or other injurious defects. The finish shall be as produced by cold drawing, cold rolling or machining. The size of studs with allowable tolerance shall be as shown in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1037]. It should be noted that the overall height should be measured after welding.

	==1037.3 Report (Records)==		==1037.3 Report (Records)==
	Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.		Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.

Smithk: /* 1037.2 Procedure */ "ensure" correction

2010-07-09T12:54:34Z

1037.2 Procedure: "ensure" correction

← Older revision		Revision as of 07:54, 9 July 2010
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	===1037.2.1 Certifications===		===1037.2.1 Certifications===
	The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to ~~insure~~ compliance with contract requirements. The manufacturers listed in [[106.1 Source of Supply and Quality Requirements#Bridge\|EPG 106.1 Source of Supply and Quality Requirements]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.		The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to ensure compliance with contract requirements. The manufacturers listed in [[106.1 Source of Supply and Quality Requirements#Bridge\|EPG 106.1 Source of Supply and Quality Requirements]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.

	===1037.2.2 Inspection===		===1037.2.2 Inspection===
	The studs shall be spot checked to ~~insure~~ that they are of uniform quality and condition; and free from laps, fins, seams, cracks, twists, bends or other injurious defects. The finish shall be as produced by cold drawing, cold rolling or machining. The size of studs with allowable tolerance shall be as shown in [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037]. It should be noted that the overall height should be measured after welding.		The studs shall be spot checked to ensure that they are of uniform quality and condition; and free from laps, fins, seams, cracks, twists, bends or other injurious defects. The finish shall be as produced by cold drawing, cold rolling or machining. The size of studs with allowable tolerance shall be as shown in [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037]. It should be noted that the overall height should be measured after welding.

	==1037.3 Report (Records)==		==1037.3 Report (Records)==
	Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.		Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.

Smithk: /* 1037.3 Report (Records) */ updated link

2010-07-01T18:04:54Z

1037.3 Report (Records): updated link

← Older revision		Revision as of 13:04, 1 July 2010
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	==1037.3 Report (Records)==		==1037.3 Report (Records)==
	Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|EPG 106.9 Reporting ~~Test Results~~]], are to be included in the report to clarify conditions of acceptance or rejection.		Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.

Smithk: /* 1037.2.1 Certifications */ updated link

2010-06-30T14:52:43Z

1037.2.1 Certifications: updated link

← Older revision		Revision as of 09:52, 30 June 2010
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	===1037.2.1 Certifications===		===1037.2.1 Certifications===
	The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 ~~Approved~~ and ~~Pre-Qualified Lists~~\|EPG 106.1 ~~Approved~~ and ~~Pre-Qualified Lists~~]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.		The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 Source of Supply and Quality Requirements#Bridge\|EPG 106.1 Source of Supply and Quality Requirements]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.

	===1037.2.2 Inspection===		===1037.2.2 Inspection===

Smithk: minor clarifications

2010-03-31T12:47:40Z

minor clarifications

← Older revision		Revision as of 07:47, 31 March 2010
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	===1037.2.1 Certifications===		===1037.2.1 Certifications===
	The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 Approved and Pre-Qualified Lists\|106.1 Approved and Pre-Qualified Lists]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.		The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 Approved and Pre-Qualified Lists\|EPG 106.1 Approved and Pre-Qualified Lists]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.

	===1037.2.2 Inspection===		===1037.2.2 Inspection===
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	==1037.3 Report (Records)==		==1037.3 Report (Records)==
	Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.9 Reporting Test Results\|106.9 Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection.		Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.9 Reporting Test Results\|EPG 106.9 Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection.

Smithk: /* 1037.2.1 Certifications */ article construction

2008-01-31T20:08:19Z

1037.2.1 Certifications: article construction

← Older revision		Revision as of 15:08, 31 January 2008
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	===1037.2.1 Certifications===		===1037.2.1 Certifications===
	The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 Approved and Pre-Qualified Lists~~#106.1 1037 Sec 1037~~\|106.1 ~~1037 Sec 1037~~]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.		The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 Approved and Pre-Qualified Lists\|106.1 Approved and Pre-Qualified Lists]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.

	===1037.2.2 Inspection===		===1037.2.2 Inspection===

Smithk: article construction

2007-10-29T17:32:39Z

article construction

← Older revision		Revision as of 12:32, 29 October 2007
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	\|-		\|-
	\|[http://www.modot.mo.gov/business/materials/pdf/vol_1/FS1037T1.pdf Qualified Manufacturers of Shear Connectors]		\|[http://www.modot.mo.gov/business/materials/pdf/vol_1/FS1037T1.pdf Qualified Manufacturers of Shear Connectors]
			\|-
			\|'''MGS Information'''
			\|-
			\|[http://www.modot.mo.gov/business/materials/pdf/mgs/MGSINDEX.pdf Current General Services Specifications (MGS) By Subject]
	\|}		\|}

Smithk: article construction

2007-10-02T19:52:25Z

article construction

← Older revision		Revision as of 14:52, 2 October 2007
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	==1037.2 Procedure==		==1037.2 Procedure==

	Bridge personnel normally perform inspection of shear connectors. However, in some cases, these materials may be shipped directly to the project. If this occurs, the Resident Engineer may request Materials to perform the inspection of the shear connectors.		[http://wwwi/intranet/br/default.htm Bridge] personnel normally perform inspection of shear connectors. However, in some cases, these materials may be shipped directly to the project. If this occurs, the Resident Engineer may request Materials to perform the inspection of the shear connectors.

	===1037.2.1 Certifications===		===1037.2.1 Certifications===

Smithk: info from materials manual

2007-07-31T19:10:21Z

info from materials manual

New page

{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="210px" align="right"
|-
|'''Approved and Pre-Qualified List'''
|-
|[http://www.modot.mo.gov/business/materials/pdf/vol_1/FS1037T1.pdf Qualified Manufacturers of Shear Connectors]
|}

This article establishes procedures for inspecting stud-type shear connectors. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037] for MoDOT’s specifications.

==1037.1 Apparatus==

(a) Micrometer or vernier caliper capable of measuring to 0.0001 in. (0.00254 mm) and accurate to within at least 0.001 in. (0.0254 mm).

==1037.2 Procedure==

Bridge personnel normally perform inspection of shear connectors. However, in some cases, these materials may be shipped directly to the project. If this occurs, the Resident Engineer may request Materials to perform the inspection of the shear connectors.

===1037.2.1 Certifications===
The contractor is required to furnish manufacturer's certification in accordance with [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037.10]. These certifications shall be carefully checked by the inspector to insure compliance with contract requirements. The manufacturers listed in [[106.1 Approved and Pre-Qualified Lists#106.1 1037 Sec 1037|106.1 1037 Sec 1037]] have on file in Bridge satisfactory certified test results and may be considered as being previously approved sources with approved manufacturing processes. If studs from any other manufacturer are offered for inspection, Bridge shall be consulted.

===1037.2.2 Inspection===
The studs shall be spot checked to insure that they are of uniform quality and condition; and free from laps, fins, seams, cracks, twists, bends or other injurious defects. The finish shall be as produced by cold drawing, cold rolling or machining. The size of studs with allowable tolerance shall be as shown in [http://www.modot.mo.gov/business/standards_and_specs/Sec1037.pdf Sec 1037]. It should be noted that the overall height should be measured after welding.

==1037.3 Report (Records)==
Stud-type shear connectors shall be reported using SiteManager. The report is to show a Status of Accepted/Complete or Rejected/Fail. Appropriate remarks, as described in [[106.9 Reporting Test Results|106.9 Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection.