Category:1004 Graded Aggregate for Bituminous Surface: Difference between revisions

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This guidance establishes procedures for the inspection and acceptance of graded
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|'''MGS Information'''
|-
|[https://www.modot.org/general-services-specifications-mgs-subject Current General Services Specifications (MGS) By Subject]
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This guidance establishes procedures for the inspection, testing and acceptance of graded
aggregate for bituminous surface.
aggregate for bituminous surface.


==1004.1 Procedure==
==1004.1 Procedure==
Inspection, testing, and sampling will be governed by the instructions contained in [[:Category:1001 General Requirements for Material|General Requirements for Material]].
Inspection, testing, and sampling will be governed by the instructions contained in [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]].
 
==1004.2 Acceptance==
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 1004]. Samples are to be taken at destination or at the source of aggregate production by MoDOT inspectors at intervals of one per 1,500 tons.
 
==1004.3 Records and Reports==
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]].
 
==1004.4 Laboratory Procedures for Sec 1004==
===1004.4.1 Types of Samples Tested===
====1004.4.1.1 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.
 
====1004.4.1.2 Source Approval Sample====
Tests consist of sieve analysis, specific gravity, absorption, Los Angeles abrasion, and deleterious content. 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.  


Field tests required are as follows:
====1004.4.1.3 Trial Mix Samples====
Coarse aggregate tests for trial mix consist of sieve analysis, specific gravity, absorption, plastic index (when required), deleterious content, sand equivalency (T176), and uncompacted voids (T304). 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.


{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
Fine aggregate tests for trial mix consist of sieve analysis, specific gravity, plastic index (when required), other deleterious substances, clay lumps and shale, and lightweight particle content when specified. 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.
|+ '''Required Field Tests'''
 
! style="background:#BEBEBE"|TEST !! style="background:#BEBEBE"|Template !! style="background:#BEBEBE"|Template Description
===1004.4.2 Procedure===
|-
====1004.4.2.1 Sieve Analysis====
|Sieve Analysis || T27 || Sieve Analysis of Fine and Coarse Aggregate
Aggregate shall be tested in accordance with AASHTO T 27.
|-
 
|Percent Deleterious || SAA001Cx<sup>*</sup> || NEWEST Deleterious 1004 Aggregate
====1004.4.2.2 Specific Gravity====
|-
Aggregate shall be tested in accordance with AASHTO T 85 for Bulk Specific Gravity.
|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.
 
|}
====1004.4.2.3 Absorption====
Aggregate shall be tested in accordance with AASHTO T 85.  


Samples required for Laboratory tests are as follows:
====1004.4.2.4 Los Angeles Abrasion====
:(a) Source Approval.
Aggregates shall be tested in accordance with AASHTO T 96.  


==1004.2 Acceptance==
====1004.4.2.5 Deleterious Content====
Acceptance is based on routine tests in the field to ensure compliance with [http://modot.mo.gov/business/standards_and_specs/Sec1004.pdf Sec 1004]. Samples are to be taken at destination or at the source of aggregate production by MoDOT inspectors at intervals of one per 1,500 tons.
The percentage of deleterious substances in coarse aggregate shall be determined according to [[106.3.2.71 TM-71, Deleterious Content of Aggregate|MoDOT TM-71, Deleterious Content of Aggregate]]. Where field determinations show a total deleterious content of 2.5 percent or less, including not more than 0.5 percent shale, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 2.5 percent deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material.


==1004.3 Records and Reports==
===1004.4.3 Sample Record===
All plant records shown in [[:Category:1001 General Requirements for Material#1001.2.5 Records and Reports|General Requirements for Material - Records and Reports]] shall be maintained. The aggregates shall be reported through SiteManager in accordance with Automation Section AS-3510 of this Manual.
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 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.

Latest revision as of 11:33, 1 October 2021

MGS Information
Current General Services Specifications (MGS) By Subject


This guidance establishes procedures for the inspection, testing and acceptance of graded aggregate for bituminous surface.

1004.1 Procedure

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

1004.2 Acceptance

Acceptance is based on routine tests in the field to ensure compliance with Sec 1004. Samples are to be taken at destination or at the source of aggregate production by MoDOT inspectors at intervals of one per 1,500 tons.

1004.3 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.

1004.4 Laboratory Procedures for Sec 1004

1004.4.1 Types of Samples Tested

1004.4.1.1 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.

1004.4.1.2 Source Approval Sample

Tests consist of sieve analysis, specific gravity, absorption, Los Angeles abrasion, and deleterious content. 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.

1004.4.1.3 Trial Mix Samples

Coarse aggregate tests for trial mix consist of sieve analysis, specific gravity, absorption, plastic index (when required), deleterious content, sand equivalency (T176), and uncompacted voids (T304). 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.

Fine aggregate tests for trial mix consist of sieve analysis, specific gravity, plastic index (when required), other deleterious substances, clay lumps and shale, and lightweight particle content when specified. 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.

1004.4.2 Procedure

1004.4.2.1 Sieve Analysis

Aggregate shall be tested in accordance with AASHTO T 27.

1004.4.2.2 Specific Gravity

Aggregate shall be tested in accordance with AASHTO T 85 for Bulk Specific Gravity.

1004.4.2.3 Absorption

Aggregate shall be tested in accordance with AASHTO T 85.

1004.4.2.4 Los Angeles Abrasion

Aggregates shall be tested in accordance with AASHTO T 96.

1004.4.2.5 Deleterious Content

The percentage of deleterious substances in coarse aggregate shall be determined according to MoDOT TM-71, Deleterious Content of Aggregate. Where field determinations show a total deleterious content of 2.5 percent or less, including not more than 0.5 percent shale, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 2.5 percent deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material.

1004.4.3 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 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.

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