Test 2019-06-12-19-6 (AASHTO T327-12) Summary

Project Information
Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date6/12/2019 Sample Unique Key19
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing6/10/2020
Sample typeAggregate Prequalification Program A brief description of the sample3/8 agg bin
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byw Last name of sampler or witnessed byWylie
Title of sampler Laboratory sample identification20-0099
The fabricator/manufacturer/facility nameGeorge Reed Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-03-0020
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-06-12-19
DIME Test ID: 2019-06-12-19-6
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T327-12: Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus
Test Release Date: 2020-07-15
Test Results

Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 07/01/2020
Method of measurement: Number of Revolutions
Maximum size of aggregate used: 3/8
Grading used: 3
Mass 'A' (starting mass) to the nearest 1.0 gram: 1501.0 g
Mass 'B' (finishing mass) to the nearest 1.0 gram: 1416.0 g
Percent Loss:5.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/15/2020