Test 2019-03-05-9-4 (CTM 214-August 2010) 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 Date3/5/2019 Sample Unique Key9
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 testing3/5/2019
Sample typeAggregate Prequalification Program A brief description of the sample1" x No.4 Crushed Granite
The quantity of what the sample constitutesAnnual production From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byGreg Wilkinson
Title of samplerQC Manager Laboratory sample identification174380529
The fabricator/manufacturer/facility nameAR Wilson Quarry Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-35-0012::A.R. WILSON QUARRY
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 collectedSecondary plan conveyor after washing
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-03-05-9
DIME Test ID: 2019-03-05-9-4
Testing Lab: Graniterock
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-04-01
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Greg Wilkinson
Date of test: 03/29/2019
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.0 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0.4 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 1.7 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.9 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.3 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: 0.0 %
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: 0.4 %
Percentage Loss of material retained on 3/4 in. through #4 sieve: 3.3 %
Weighted Average Percent Loss of Coarse Aggregate:3.3 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum):no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum):no data
General comments (publicly viewable) (Max 1000 characters): Tested by Kleinfelder in Hayward

Test was verified on 04/01/2019