Summary for Test 2020-08-04-24-11

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/04/2020 Sample Unique Key24
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 testing08/04/2020
Sample typeAggregate Prequalification Program A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byManolito Last name of sampler or witnessed byLimos Jr
Title of samplerVulcan QC Telephone number of sampler951-712-1563
Laboratory sample identification1520 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Irwindale Transportation Laboratory (TL) NumberSRL-1520
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)Fish Canyon Quarry, SMARA # 91-19-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSource, Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2020-08-04-24
DIME Test ID: 2020-08-04-24-11
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-08-20

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Nader Rashidi-Ghader
Date of test: 08/18/2020
Percentage Loss of material retained on #8 sieve: 4.0 %
Percentage Loss of material retained on #16 sieve: 3.6 %
Percentage Loss of material retained on #30 sieve: 4.7 %
Percentage Loss of material retained on #50 sieve: 9.7 %
Percentage Loss of material retained on #100 sieve: 9.7 %
Weighted Average Percent Loss of Fine Aggregate:6.1 %
General comments (publicly viewable) (Max 1000 characters): Standard % Aggregate was used for calculation: No.8 Sieve=22% No.16 Sieve=19% No.30 Sieve=24% No.50 Sieve=20% No.100 Sieve=15%

Test was verified on 8/20/2020