Summary for Test 2019-01-04-20-1

Test performed: AASHTO T27-14

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 Date01/04/2019 Sample Unique Key20
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 testing01/10/2019
Sample typeQuality Control A brief description of the sampleJMF 1/2 Aggregate Qualities
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byDavid Last name of sampler or witnessed byRuedi
Title of samplerUnknown Telephone number of sampler9252603017
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameVulcan Materials - Pleasanton Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-01-0010::CALMAT/PLEASANTON
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-01-04-20
DIME Test ID: 2019-01-04-20-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-03-22

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 01/04/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the 1/4 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 29 %
Cumulative percent passing the #8 sieve: 5 %
Cumulative percent passing the #16 sieve: 2 %
Cumulative percent passing the #30 sieve: 1 %
Cumulative percent passing the #50 sieve: 1 %
Cumulative percent passing the #100 sieve: 1 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/15/2019