Summary for Test 2022-11-02-46-8

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 Date11/02/2022 Sample Unique Key46
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/09/2022
Sample typeAggregate Prequalification Program A brief description of the sample1" Concrete Aggregate
The quantity of what the sample constitutes60lbs of concrete aggregate From where was the sample collectedSource
First name of sampler or witnessed byNicholas Last name of sampler or witnessed byQualin
Title of samplerField Supervisor Telephone number of sampler858-864-3718
Laboratory sample identification Linked DIME Sample ID2022-11-02-10
The fabricator/manufacturer/facility nameMartin Marietta - Eagle Valley 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, name of Pit or Job Site)91-33-0035
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 collectedStockpile at quarry
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-11-02-46
DIME Test ID: 2022-11-02-46-8
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: 2023-01-24

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 01/03/2023
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.8 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0.8 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 1.5 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.5 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.8 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 1.1 %
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 1/24/2023