Summary for Test 2020-03-17-9-5

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 Date03/17/2020 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 testing03/27/2020
Sample typeAggregate Prequalification Program A brief description of the sampleWashed 3/8" Crushed Rock
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byRussell Last name of sampler or witnessed byDuke
Title of samplerPlant QC Telephone number of sampler
Laboratory sample identification9671 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) Number2020-1-28-15
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0027::CORONA 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 collectedSampled at Stockpile
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-17-9
DIME Test ID: 2020-03-17-9-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-04-28

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 04/09/2020
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 0 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.4 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.9 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: 0 %
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: 0 %
Percentage Loss of material retained on 3/4 in. through #4 sieve: 0 %
Weighted Average Percent Loss of Coarse Aggregate: 0.8 %
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):

Test was verified on 4/28/2020