Summary for Test 2019-10-04-15-2

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 Date10/04/2019 Sample Unique Key15
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 testing10/04/2019
Sample typeQuality Control A brief description of the sampleaggregate
The quantity of what the sample constitutes4 Bags From where was the sample collectedSupplier
First name of sampler or witnessed byGarco Last name of sampler or witnessed byGarco
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Pleasanton 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)91-01-0009
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 Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2019-10-04-15
DIME Test ID: 2019-10-04-15-2
Testing Lab: Granite Construction Company - Coastal
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-07-08

Test Results


What type of gradation is being tested?: Fine Aggregate
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Gwynn Neilson
Date of test: 10/04/2019
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:83 %
Cumulative percent passing the #8 sieve:16 %
Cumulative percent passing the #16 sieve:6 %
Cumulative percent passing the #30 sieve:3 %
Cumulative percent passing the #50 sieve:3 %
Cumulative percent passing the #100 sieve:2 %
Cumulative percent passing the #200 sieve:1.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2021