Category:1009 Aggregate for Drainage: Difference between revisions
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This guidance establishes procedures for the inspection and acceptance of aggregate for | This guidance establishes procedures for the inspection, testing and acceptance of aggregate for | ||
drainage. | drainage. | ||
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==1009.3 Records and Reports== | ==1009.3 Records and Reports== | ||
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 material shall be reported through SiteManager in accordance with [[Automation Section AS-3510]]. | 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 material shall be reported through SiteManager in accordance with [[Automation Section AS-3510]]. | ||
==1009.4 Laboratory Testing for Sec 1009== | |||
===1009.4.1 Types of Samples Tested=== | |||
====1009.4.1.1 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 SiteManager. | |||
====1009.4.1.2 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 SiteManager. | |||
====1009.4.1.3 Production Sample==== | |||
Tests consist of sieve analysis and deleterious content. The minimum time required for completion of tests is three working days from the date received. Test results and calculations shall be recorded through SiteManager. | |||
===1009.4.2 Procedure=== | |||
====1009.4.2.1 Sieve Analysis==== | |||
Aggregate shall be tested in accordance with AASHTO T 27. | |||
====1009.4.2.2 Specific Gravity and Absorption==== | |||
Aggregate shall be tested according to AASHTO T 85 for specific gravity. | |||
====1009.4.2.3 Los Angeles Abrasion==== | |||
Aggregate shall be tested in accordance with AASHTO T 96. | |||
====1009.4.2.4 Deleterious Content==== | |||
The percentage of deleterious substances in coarse aggregate shall be determined according to [[:Category:1001 General Requirements for Material#1001.2.4.5 Percent Other Deleterious Substances, Clay Lumps and Shale in Fine Aggregate|General Requirements for Material-Percent Other Deleterious Substances, Clay Lumps and Shale in Fine Aggregate]] to meet the quality requirements of [http://modot.mo.gov/business/standards_and_specs/Sec1002.pdf Sec 1002]. Where field determinations show a total deleterious content of 2.5 percent or less, including not more than l.0 percent mud balls and shale, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 2.5 percent total deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material. | |||
===1009.4.3 Sample Record=== | |||
The sample record shall be completed in SiteManager, as described in [[Automation Sec 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. | |||
Revision as of 13:56, 20 July 2007
This guidance establishes procedures for the inspection, testing and acceptance of aggregate for drainage.
1009.1 Procedure
Inspection, testing, and sampling will be governed by the instructions contained in General Requirements for Material.
| TEST | Template | Template Description |
|---|---|---|
| Sieve Analysis | T27 | Sieve Analysis of Fine and Coarse Aggregate |
| Percent Deleterious | SAA001Hx* | NEWEST Deleterious 1009 Aggregate |
| *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:
- (a) Initial Evaluation.
- (b) Source Approval. Must meet 1002 quality as required in General Requirements for Material - Source Approval.
1009.2 Acceptance
Acceptance is based on routine tests in the field to ensure compliance with the requirements of Sec 1009. 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.
1009.3 Records and Reports
All plant records shown in General Requirements for Material - Records and Reports shall be maintained. The material shall be reported through SiteManager in accordance with Automation Section AS-3510.
1009.4 Laboratory Testing for Sec 1009
1009.4.1 Types of Samples Tested
1009.4.1.1 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 SiteManager.
1009.4.1.2 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 SiteManager.
1009.4.1.3 Production Sample
Tests consist of sieve analysis and deleterious content. The minimum time required for completion of tests is three working days from the date received. Test results and calculations shall be recorded through SiteManager.
1009.4.2 Procedure
1009.4.2.1 Sieve Analysis
Aggregate shall be tested in accordance with AASHTO T 27.
1009.4.2.2 Specific Gravity and Absorption
Aggregate shall be tested according to AASHTO T 85 for specific gravity.
1009.4.2.3 Los Angeles Abrasion
Aggregate shall be tested in accordance with AASHTO T 96.
1009.4.2.4 Deleterious Content
The percentage of deleterious substances in coarse aggregate shall be determined according to General Requirements for Material-Percent Other Deleterious Substances, Clay Lumps and Shale in Fine Aggregate to meet the quality requirements of Sec 1002. Where field determinations show a total deleterious content of 2.5 percent or less, including not more than l.0 percent mud balls and shale, the deleterious content is to be inspected visually. The sample is to be tested if visual inspection indicates more than 2.5 percent total deleterious material present in the sample. Source approval samples shall always be tested regardless of the content of deleterious material.
1009.4.3 Sample Record
The sample record shall be completed in SiteManager, as described in Automation Sec 3510, 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.