Summary for Test 2024-02-26-31-3

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 Date02/26/2024 Sample Unique Key31
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 testing02/27/2024
Sample typeAggregate Prequalification Program A brief description of the sample1"x No. 4
The quantity of what the sample constitutes150 lbs From where was the sample collectedManufacturer
First name of sampler or witnessed byRon Last name of sampler or witnessed byNovak
Title of samplerQuality Control Representative Telephone number of sampler(925) 303-5021
Laboratory sample identification Linked DIME Sample ID2024-02-26-14
The fabricator/manufacturer/facility nameCEMEX Eliot Aggregates Quarry 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)91-01-0009
The fabricator's/manufacturer's product name for the sample1x4 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
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: 2024-02-26-31
DIME Test ID: 2024-02-26-31-3
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2024-04-10

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ryan Kester
Date of test: 04/02/2024
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: 4.8 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 4.8 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 4.5 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 3.5 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 1.8 %
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: 3.7 %
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 4/10/2024