Summary for Test 2020-01-17-21-2

Test performed: AASHTO T30-19

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 Date01/17/2020 Sample Unique Key21
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 testing01/17/2020
Sample typeQuality Control A brief description of the sampleLP-9 Sample for ignition, sample 2
The quantity of what the sample constitutesmultiple bags of RAP From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byMiltz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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 TypeReclaimed Asphalt Pavement RAP SourceSalinas RAP, Continuous
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2020-01-17-21
DIME Test ID: 2020-01-17-21-2
Testing Lab: Granite Construction Company - Coastal
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-02-11

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Gwynn Neilson
Date of test: 11/26/2019
Cumulative percent passing the 2 in. sieve: 100 %
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: 99.5 %
Cumulative percent passing the 3/8 in. sieve: 94.1 %
Cumulative percent passing the #4 sieve: 68.6 %
Cumulative percent passing the #8 sieve: 50.3 %
Cumulative percent passing the #16 sieve: 37.6 %
Cumulative percent passing the #30 sieve: 27.5 %
Cumulative percent passing the #50 sieve: 18.8 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 7.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2021