Category:1037 Shear Connectors - Revision history

Smithk: updated broken link

2022-02-18T16:17:19Z

updated broken link

← Older revision		Revision as of 11:17, 18 February 2022
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	==1037.2 Procedure==		==1037.2 Procedure==

	[~~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.		[https://modotgov.sharepoint.com/sites/br 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: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

2021-10-01T18:22:28Z

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

← Older revision		Revision as of 13:22, 1 October 2021
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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 [[106.20 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 AASHTOWARE Project (AWP). 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: updated link to qualified list

2019-04-12T15:14:04Z

updated link to qualified list

← Older revision		Revision as of 10:14, 12 April 2019
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	\|'''Approved and Pre-Qualified List'''		\|'''Approved and Pre-Qualified List'''
	\|-		\|-
	\|[~~http~~://www.modot.~~mo.gov~~/~~business~~/~~materials/pdf/vol_1/FS1037T1.pdf~~ Qualified Manufacturers of Shear Connectors]		\|[https://www.modot.org/media/492 Qualified Manufacturers of Shear Connectors]
	\|-		\|-
	\|'''MGS Information'''		\|'''MGS Information'''

Smithk: updated link

2018-10-15T12:50:24Z

updated link

← Older revision		Revision as of 07:50, 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]
	\|}		\|}

EPGsysop: Title of EPG 1037 corrected to "Shear" from "Sheer". Old article had 8911 hits and only a few minor corrections from its original incorporation into EPG from Materials Manual in July 2007

2018-01-12T19:37:03Z

Title of EPG 1037 corrected to "Shear" from "Sheer". Old article had 8911 hits and only a few minor corrections from its original incorporation into EPG from Materials Manual in July 2007

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]
|-
|'''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 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==

(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==

[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===
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===
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)==
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.