Summary for Test 2022-03-17-55-4

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 Date03/17/2022 Sample Unique Key55
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 testing03/17/2022
Sample typeAggregate Prequalification Program A brief description of the sampleCemex White Mountain 3x8
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byAlbert Last name of sampler or witnessed bySegura
Title of samplerQuality Control Supervisor Telephone number of sampler9094368680
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex White Mountain 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)91-36-0106
The fabricator's/manufacturer's product name for the sampleCemex White Mountain 3x8 The fabricator/manufacturer designation for the sample3x8
The plant number4423 A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledReady Mix Concrete Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-17-55
DIME Test ID: 2022-03-17-55-4
Testing Lab: CEMEX - Central & Southern California
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2022-04-06

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Albert Marc Segura
Date of test: 03/30/2022
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: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
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: 0.0 %
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): Testing Conducted @ Twining Labs Long Beach

Test was verified on 4/6/2022