Summary for Test 2020-05-15-24-1

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 Date05/15/2020 Sample Unique Key24
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 testingNot set
Sample typeQuality Control A brief description of the sampleRock Dust Cold feed Aggregate
The quantity of what the sample constitutes3 bags From where was the sample collectedJob Site
First name of sampler or witnessed byDrake Last name of sampler or witnessed byGustafson
Title of sampler Telephone number of sampler7148802516
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRjnobleco 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)91-33-0035::EAGLE VALLEY QUARRY
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 collectedshoot
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-15-24
DIME Test ID: 2020-05-15-24-1
Testing Lab: RJ Noble Company
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-07-03

Test Results


What type of gradation is being tested?: Fine Aggregate
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Drake Gustafson
Date of test: 06/19/2020
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 69 %
Cumulative percent passing the #16 sieve: 45 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2020