Category:1006 Aggregate for Surfacing: Difference between revisions

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m Per Physical Laboratory, this article was revised to agree with current MoDOT specs and to update the Lab portion to match current practice.
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m Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info
 
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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]  
|}
|}


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==1006.1 Procedure==
==1006.1 Procedure==
Inspection, testing, and sampling will be governed by the instructions
Inspection, testing, and sampling will be governed by the instructions
contained in [[:Category:1001 General Requirements for Material|General Requirements for Material]].
contained in [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]].
 
Field tests required are as follows:
 
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+ '''Required Field Tests'''
! style="background:#BEBEBE"|TEST !! style="background:#BEBEBE"|Template !! style="background:#BEBEBE"|Template Description
|-
|Sieve Analysis || T27 || Sieve Analysis of Fine and Coarse Aggregate
|-
|Percent Deleterious || SAA001Ex<sup>*</sup> || NEWEST Deleterious 1006 C Aggregate
|-
|colspan="3" style="background:#FFCC00" | <sup>*</sup>Test Template numbers have been depicted with a generic ‘x’ as some templates are updated and the last letter in the template name may change. The most current template for a template sequence should contain ‘NEWEST’ at the beginning of the template name.
|}


Samples required for Laboratory tests are as follows:
Samples required for Laboratory tests are as follows:
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==1006.2 Acceptance==
==1006.2 Acceptance==
Acceptance is based on routine tests in the field to ensure compliance with [http://modot.mo.gov/business/standards_and_specs/Sec1006.pdf Sec 1006]. Samples are to be taken at destination or at the source of aggregate production by MoDOT inspectors at intervals of one per 2,000 tons.
Acceptance is based on routine tests in the field to ensure compliance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1006]. Samples are to be taken at destination or at the source of aggregate production by MoDOT inspectors at intervals of one per 2,000 tons.  For small quantity jobs see Sec 1006.


==1006.3 Records and Reports==
==1006.3 Records and Reports==
All plant records shown in [[:Category:1001 General Requirements for Material#1001.5 Records and Reports|General Requirements for Material - Records and Reports]] shall be maintained. The aggregates shall be reported through SiteManager in accordance with [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510].
All plant records shown in [[:Category:1001 General Requirements for Material#1001.6 Records and Reports|EPG 1001.6 General Requirements for Material - Records and Reports]] shall be maintained. The aggregates shall be reported through AASHTOWARE Project (AWP) in accordance with [[:Category:101 Standard Forms #Sample Record, General|AWP MA Sample Record, General]].


==1006.4 Laboratory Procedure for Sec 1006==
==1006.4 Laboratory Procedure for Sec 1006==
===1006.4.2 Types of Samples Tested===
===1006.4.2 Types of Samples Tested===
====1006.4.2.1 Initial Approval Sample====
====1006.4.2.1 Initial Approval Sample====
Tests consist of specific gravity, absorption, and Los Angeles abrasion. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through SiteManager.
Tests consist of specific gravity, absorption, and Los Angeles abrasion. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.


===1006.4.3 Procedure===
===1006.4.3 Procedure===
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====1006.4.3.4 Deleterious Content====
====1006.4.3.4 Deleterious Content====
The percentage of deleterious substances in coarse aggregate shall be determined according to [[106.7.71 TM-71, Deleterious Content of Aggregate|TM-71, Deleterious Content of Aggregate]]. Where field determinations show a total deleterious content of 4.0 percent or less, including not more than 2.5 percent mud balls, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 4.0 percent total deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material.
The percentage of deleterious substances in coarse aggregate shall be determined according to [[106.3.2.71 TM-71, Deleterious Content of Aggregate|TM-71, Deleterious Content of Aggregate]]. Where field determinations show a total deleterious content of 4.0 percent or less, including not more than 2.5 percent mud balls, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 4.0 percent total deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material.


===1006.4.4 Sample Record===
===1006.4.4 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 AASHTOWARE Project (AWP) in accordance with [[: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.

Latest revision as of 06:51, 16 September 2021

MGS Information
Current General Services Specifications (MGS) By Subject


This guidance establishes procedures for the inspection, testing and acceptance of aggregate for surfacing.

1006.1 Procedure

Inspection, testing, and sampling will be governed by the instructions contained in EPG 1001 General Requirements for Material.

Samples required for Laboratory tests are as follows:

(a) Initial Evaluation required if material has never been tested before.

1006.2 Acceptance

Acceptance is based on routine tests in the field to ensure compliance with Sec 1006. Samples are to be taken at destination or at the source of aggregate production by MoDOT inspectors at intervals of one per 2,000 tons. For small quantity jobs see Sec 1006.

1006.3 Records and Reports

All plant records shown in EPG 1001.6 General Requirements for Material - Records and Reports shall be maintained. The aggregates shall be reported through AASHTOWARE Project (AWP) in accordance with AWP MA Sample Record, General.

1006.4 Laboratory Procedure for Sec 1006

1006.4.2 Types of Samples Tested

1006.4.2.1 Initial Approval Sample

Tests consist of specific gravity, absorption, and Los Angeles abrasion. The minimum time required for completion of tests is four working days from the date received. Test results and calculations shall be recorded through AWP.

1006.4.3 Procedure

1006.4.3.1 Sieve Analysis

Aggregate shall be tested in accordance with AASHTO T 27.

1006.4.3.2 Specific Gravity and Absorption

Aggregate shall be tested according to AASHTO T 85 for Bulk Specific Gravity.

1006.4.3.3 Los Angeles Abrasion

Aggregate shall be tested in accordance with AASHTO T96.

1006.4.3.4 Deleterious Content

The percentage of deleterious substances in coarse aggregate shall be determined according to TM-71, Deleterious Content of Aggregate. Where field determinations show a total deleterious content of 4.0 percent or less, including not more than 2.5 percent mud balls, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 4.0 percent total deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material.

1006.4.4 Sample Record

The sample record shall be completed in AASHTOWARE Project (AWP) in accordance with AWP MA Sample Record, General, and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in 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.