Summary for Test 2020-10-21-30-4

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/21/2020 Sample Unique Key30
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 testing10/21/2020
Sample typeQuality Control A brief description of the sampleAggregate quality sample
The quantity of what the sample constitutesMultiple Bags, ~40 lbs From where was the sample collectedSource
First name of sampler or witnessed byVictor Last name of sampler or witnessed byRamirez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Felton 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 or name of Pit)91-44-0003
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 collectedPulled from hot bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-21-30
DIME Test ID: 2020-10-21-30-4
Testing Lab: Granite Construction Company - Coastal
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2021-04-06

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Jonathan De Jong
Date of test: 11/09/2020
Bulk dry specific gravity: 2.612
Average uncompacted voids: 44.6 %
General comments (publicly viewable) (Max 1000 characters): Waived, no non-manufactured sand used.

Test was verified on 4/6/2021