1036.7 Laboratory Testing for Sec 1036 - Revision history

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

2021-09-14T15:27:20Z

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

← Older revision		Revision as of 10:27, 14 September 2021
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	==1036.7.1 Procedure==		==1036.7.1 Procedure==

	Samples consist of uncoated and epoxy coated deformed bars, plain steel for fabric reinforcement. Original test results and calculations shall be reported through ~~SiteManager~~.		Samples consist of uncoated and epoxy coated deformed bars, plain steel for fabric reinforcement. Original test results and calculations shall be reported through AASHTOWARE Project (AWP).

	===1036.7.1.1 Billet-Steel Deformed Bars===		===1036.7.1.1 Billet-Steel Deformed Bars===
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	==1036.7.2 Sample Record==		==1036.7.2 Sample Record==
	The sample record shall be completed in ~~SiteManager~~, as described in [[:Category:101 Standard Forms#Sample Record General ~~Information~~\| Sample Record General ~~Information]] [[image:bulldozer.jpg\|20px~~]], and 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. Test results shall be reported on the appropriate templates under the Tests tab.		The sample record shall be completed in AASHTOWARE Project (AWP), as described in [[:Category:101 Standard Forms#Sample Record, General\|AWP MA Sample Record, General]], and 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. Test results shall be reported on the appropriate templates under the Tests tab.

	[[Category:1036 Reinforcing Steel for Concrete]]		[[Category:1036 Reinforcing Steel for Concrete]]

Smithk: updated links

2016-06-15T17:26:07Z

updated links

← Older revision		Revision as of 12:26, 15 June 2016
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	[[image:1036.7.jpg\|right\|190px]]		[[image:1036.7.jpg\|right\|190px]]

	This article establishes procedures for Laboratory testing and reporting samples of reinforcing steel for concrete. Refer to [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec1036~~.pdf Sec 1036] for MoDOT's specifications.		This article establishes procedures for Laboratory testing and reporting samples of reinforcing steel for concrete. Refer to [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1036] for MoDOT's specifications.

	==1036.7.1 Procedure==		==1036.7.1 Procedure==
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	====1036.7.1.1.2 Epoxy Coated Billet-Steel====		====1036.7.1.1.2 Epoxy Coated Billet-Steel====
	Samples of epoxy coated billet-steel deformed bars, when submitted for steel properties, shall be tested in accordance with AASHTO M31 except that the weight (mass) variation and measurement of deformations shall not apply. The flexibility of coating test shall be performed in accordance with [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec1036~~.pdf Sec 1036].		Samples of epoxy coated billet-steel deformed bars, when submitted for steel properties, shall be tested in accordance with AASHTO M31 except that the weight (mass) variation and measurement of deformations shall not apply. The flexibility of coating test shall be performed in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1036].

	===1036.7.1.2 Spiral Reinforcement===		===1036.7.1.2 Spiral Reinforcement===

Smithk: updated link

2013-08-22T14:07:01Z

updated link

← Older revision		Revision as of 09:07, 22 August 2013
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	==1036.7.2 Sample Record==		==1036.7.2 Sample Record==
	The sample record shall be completed in SiteManager, as described in [~~http~~:~~//contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510~~.~~pdf Automation Section 3510~~], and 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. Test results shall be reported on the appropriate templates under the Tests tab.		The sample record shall be completed in SiteManager, as described in [[:Category:101 Standard Forms#Sample Record General Information\| Sample Record General Information]] [[image:bulldozer.jpg\|20px]], and 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. Test results shall be reported on the appropriate templates under the Tests tab.

	[[Category:1036 Reinforcing Steel for Concrete]]		[[Category:1036 Reinforcing Steel for Concrete]]

Smithk: /* 1036.7.2 Sample Record */ Per CM, updated links to AS 3510

2011-07-06T12:29:29Z

1036.7.2 Sample Record: Per CM, updated links to AS 3510

← Older revision		Revision as of 07:29, 6 July 2011
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	==1036.7.2 Sample Record==		==1036.7.2 Sample Record==
	The sample record shall be completed in SiteManager, as described in [http://~~wwwi~~/~~intranet~~/cm/~~materials~~/vol_3/AS3510.pdf Automation Section 3510], and 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. Test results shall be reported on the appropriate templates under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510.pdf Automation Section 3510], and 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. Test results shall be reported on the appropriate templates under the Tests tab.

	[[Category:1036 Reinforcing Steel for Concrete]]		[[Category:1036 Reinforcing Steel for Concrete]]

Smithk: /* 1036.7.1 Procedure */Per Bridge and CM, removed metric references and removed AASHTO's M42 and M53 since they are so rarely needed

2010-07-14T14:05:16Z

1036.7.1 Procedure: Per Bridge and CM, removed metric references and removed AASHTO's M42 and M53 since they are so rarely needed

← Older revision		Revision as of 09:05, 14 July 2010
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	===1036.7.1.1 Billet-Steel Deformed Bars===		===1036.7.1.1 Billet-Steel Deformed Bars===
	Billet-steel deformed bars shall consist of ~~grade 300 mPa, 420 mPa, or 520 mPa (~~Grade 40, 60 or 75) steel.		Billet-steel deformed bars shall consist of Grade 40, 60 or 75 steel.

	====1036.7.1.1.1 Uncoated Billet-Steel====		====1036.7.1.1.1 Uncoated Billet-Steel====
	Samples of uncoated billet-steel deformed bars shall be tested in accordance with AASHTO M31. Tests consist of tensile properties, bending properties, weight ~~(mass)~~ variation, and measurements of deformations.		Samples of uncoated billet-steel deformed bars shall be tested in accordance with AASHTO M31. Tests consist of tensile properties, bending properties, weight variation, and measurements of deformations.

	====1036.7.1.1.2 Epoxy Coated Billet-Steel====		====1036.7.1.1.2 Epoxy Coated Billet-Steel====
	Samples of epoxy coated billet-steel deformed bars, when submitted for steel properties, shall be tested in accordance with AASHTO M31 except that the weight (mass) variation and measurement of deformations shall not apply. The flexibility of coating test shall be performed in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec1036.pdf Sec 1036].		Samples of epoxy coated billet-steel deformed bars, when submitted for steel properties, shall be tested in accordance with AASHTO M31 except that the weight (mass) variation and measurement of deformations shall not apply. The flexibility of coating test shall be performed in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec1036.pdf Sec 1036].

	===1036.7.1.2 ~~Rail-Steel Deformed Bars===~~		===1036.7.1.2 Spiral Reinforcement===
	~~Rail-steel deformed bars shall be tested in accordance with AASHTO M42. Tests consist of tensile properties, bending properties, weight (mass) variation and measurements of deformations.~~

	~~===1036.7.1.3 Axle-Steel Deformed Bars===~~
	~~Axle-steel deformed bars shall be tested in accordance with AASHTO M53. Tests consist of tensile properties, bending properties, weight (mass) variation and measurements of deformations.~~

	~~===1036.7.1.4~~ Spiral Reinforcement===
	Spiral reinforcement shall conform either to the requirements for reinforcing steel bar, except that it may be plain or deformed; or it shall be cold drawn steel wire conforming to the requirements of AASHTO M32. Tests for plain steel bars are the same as for deformed bars except the requirements for deformations are not applicable. Tests for cold drawn steel wire consist of tensile properties, bending properties, and wire diameter variations.		Spiral reinforcement shall conform either to the requirements for reinforcing steel bar, except that it may be plain or deformed; or it shall be cold drawn steel wire conforming to the requirements of AASHTO M32. Tests for plain steel bars are the same as for deformed bars except the requirements for deformations are not applicable. Tests for cold drawn steel wire consist of tensile properties, bending properties, and wire diameter variations.

	===1036.7.1.5 Welded Wire Fabric===		===1036.7.1.3 Welded Wire Fabric===
	Welded wire fabric shall be tested in accordance with AASHTO M55. Tests consist of tensile properties, bending properties, wire diameter variations and weld shear tests, if specified.		Welded wire fabric shall be tested in accordance with AASHTO M55. Tests consist of tensile properties, bending properties, wire diameter variations and weld shear tests, if specified.

	The wire diameter variations shall conform to the tolerances prescribed for the wire before fabrication in AASHTO M32 except that the manufacturer may use oversized wire in the fabrication of welded wire fabric, but not undersized wire. The size differential shall not exceed one "W" size increment on sizes W8 and smaller and two "W" size increments on sizes larger than W8. Sizes referred to are those shown in AASHTO M32. In all cases where oversizing exists, the fabric shall be identified and used as that originally ordered or offered for use.		The wire diameter variations shall conform to the tolerances prescribed for the wire before fabrication in AASHTO M32 except that the manufacturer may use oversized wire in the fabrication of welded wire fabric, but not undersized wire. The size differential shall not exceed one "W" size increment on sizes W8 and smaller and two "W" size increments on sizes larger than W8. Sizes referred to are those shown in AASHTO M32. In all cases where oversizing exists, the fabric shall be identified and used as that originally ordered or offered for use.

	===1036.7.1.6 Samples Not Within Specifications===		===1036.7.1.4 Samples Not Within Specifications===
	If a reinforcing steel sample is not within specifications on the initial sample and further testing is desired, resampling and testing should be done in accordance with the applicable specification for which the steel is being furnished. If no retesting procedures are indicated, random re-samples are to be double that initially taken from each lot sampled, and all resamples must comply with the specifications.		If a reinforcing steel sample is not within specifications on the initial sample and further testing is desired, resampling and testing should be done in accordance with the applicable specification for which the steel is being furnished. If no retesting procedures are indicated, random re-samples are to be double that initially taken from each lot sampled, and all resamples must comply with the specifications.

Smithk: /* 1036.7.2 Sample Record */ updated link

2010-07-01T18:51:04Z

1036.7.2 Sample Record: updated link

← Older revision		Revision as of 13:51, 1 July 2010
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	==1036.7.2 Sample Record==		==1036.7.2 Sample Record==
	The sample record shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|Reporting ~~Test Results~~]], are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and 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. Test results shall be reported on the appropriate templates under the Tests tab.

	[[Category:1036 Reinforcing Steel for Concrete]]		[[Category:1036 Reinforcing Steel for Concrete]]

Smithk: article construction

2008-02-21T16:06:05Z

article construction

New page

[[image:1036.7.jpg|right|190px]]

This article establishes procedures for Laboratory testing and reporting samples of reinforcing steel for concrete. Refer to [http://modot.mo.gov/business/standards_and_specs/Sec1036.pdf Sec 1036] for MoDOT's specifications.

==1036.7.1 Procedure==

Samples consist of uncoated and epoxy coated deformed bars, plain steel for fabric reinforcement. Original test results and calculations shall be reported through SiteManager.

===1036.7.1.1 Billet-Steel Deformed Bars===
Billet-steel deformed bars shall consist of grade 300 mPa, 420 mPa, or 520 mPa (Grade 40, 60 or 75) steel.

====1036.7.1.1.1 Uncoated Billet-Steel====
Samples of uncoated billet-steel deformed bars shall be tested in accordance with AASHTO M31. Tests consist of tensile properties, bending properties, weight (mass) variation, and measurements of deformations.

====1036.7.1.1.2 Epoxy Coated Billet-Steel====
Samples of epoxy coated billet-steel deformed bars, when submitted for steel properties, shall be tested in accordance with AASHTO M31 except that the weight (mass) variation and measurement of deformations shall not apply. The flexibility of coating test shall be performed in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec1036.pdf Sec 1036].

===1036.7.1.2 Rail-Steel Deformed Bars===
Rail-steel deformed bars shall be tested in accordance with AASHTO M42. Tests consist of tensile properties, bending properties, weight (mass) variation and measurements of deformations.

===1036.7.1.3 Axle-Steel Deformed Bars===
Axle-steel deformed bars shall be tested in accordance with AASHTO M53. Tests consist of tensile properties, bending properties, weight (mass) variation and measurements of deformations.

===1036.7.1.4 Spiral Reinforcement===
Spiral reinforcement shall conform either to the requirements for reinforcing steel bar, except that it may be plain or deformed; or it shall be cold drawn steel wire conforming to the requirements of AASHTO M32. Tests for plain steel bars are the same as for deformed bars except the requirements for deformations are not applicable. Tests for cold drawn steel wire consist of tensile properties, bending properties, and wire diameter variations.

===1036.7.1.5 Welded Wire Fabric===
Welded wire fabric shall be tested in accordance with AASHTO M55. Tests consist of tensile properties, bending properties, wire diameter variations and weld shear tests, if specified.

The wire diameter variations shall conform to the tolerances prescribed for the wire before fabrication in AASHTO M32 except that the manufacturer may use oversized wire in the fabrication of welded wire fabric, but not undersized wire. The size differential shall not exceed one "W" size increment on sizes W8 and smaller and two "W" size increments on sizes larger than W8. Sizes referred to are those shown in AASHTO M32. In all cases where oversizing exists, the fabric shall be identified and used as that originally ordered or offered for use.

===1036.7.1.6 Samples Not Within Specifications===
If a reinforcing steel sample is not within specifications on the initial sample and further testing is desired, resampling and testing should be done in accordance with the applicable specification for which the steel is being furnished. If no retesting procedures are indicated, random re-samples are to be double that initially taken from each lot sampled, and all resamples must comply with the specifications.

==1036.7.2 Sample Record==
The sample record shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results|Reporting Test Results]], are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.

[[Category:1036 Reinforcing Steel for Concrete]]