Test 2020-01-17-19-6 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date1/17/2020 Sample Unique Key19
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 testing1/17/2020
Sample typeQuality Control A brief description of the sampleagg for rock quality
The quantity of what the sample constitutesMultiple bags blended agg From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byMiltz
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSalinas Asphalt Facility 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)91-27-0028
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 collectedSample taken from hot bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID JMF3512-2021-32-20_1580
Test Details
DIME Sample ID: 2020-01-17-19
DIME Test ID: 2020-01-17-19-6
Testing Lab: Granite Construction - Coastal
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2021-02-11
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Ryan Gibbs
Date of test: 02/14/2020
Bulk dry specific gravity: 2.567
Average uncompacted voids:44.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/11/2021