Summary for Test 2023-03-07-34-1

Test performed: ASTM C1260-14

Project Information

Project IdentifiersProject ID: 66666
EFIS: 0019000052
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

Sample Information

Sample Taken Date03/07/2023 Sample Unique Key34
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 testing03/08/2022
Sample typeAggregate Prequalification Program A brief description of the sample1" aggregate
The quantity of what the sample constitutes5 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byRuss Last name of sampler or witnessed byFisher
Title of samplerQuality Control Supervisor Telephone number of sampler
Laboratory sample identificationTwining, Incorporated - Long Beach Linked DIME Sample ID
The fabricator/manufacturer/facility nameHi Grade Material Lucerne 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)91-36-0042
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 @ 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: 2023-03-07-34
DIME Test ID: 2023-03-07-34-1
Testing Lab: Hi Grade Materials
Test Method: ASTM C1260-14: Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
Test Release Date: 2023-04-03

Test Results

Input Type: Calculated
Tester's full name: Ali Erbektas
Date of test: 03/08/2022
Type and source of aggregate: aggregate
Type and source of Portland cement: Mitsubishi, Cushenbury
Alkali content of cement as percent potassium oxide: 0.55
Alkali content of cement as percent sodium oxide: 0.55
Alkali content of cement as percent calculated sodium oxide: 0.55
Comments about aggregate preparation: no data
Comments about specimen features: no data
Amount of mixing water: 1N NaOH
Average percent change in length (zero reading): 0.0000 %
Average percent change in length (first reading): 0.0200 %
Average percent change in length (second reading): 0.0300 %
Average percent change in length (third reading): 0.0500 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2023