Summary for Test 2020-07-23-50-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214618
DEA: 033F99U4
EFIS: 0319000311
DIST-CO-RTE-PM03-SUT-99-39.2/41.4
Award Date05/15/2020
Closeout Date12/13/2023
Work DescriptionWIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location DescriptionSUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date07/23/2020 Sample Unique Key50
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 testing07/24/2020
Sample typeVerification A brief description of the sampleRAP Sample
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byM. Last name of sampler or witnessed byChittenden (WITNESS)
Title of samplerDSG Personnel Telephone number of sampler
Laboratory sample identificationJMF20-032 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDeSilva Gates Aggregates-Marysville Transportation Laboratory (TL) NumberC723296
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceDeSilva Gates Aggregates Marysville
Aggregate Size Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-23-50
DIME Test ID: 2020-07-23-50-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-03-03

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 07/30/2020
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 9.1 %
General comments (publicly viewable) (Max 1000 characters): JMF20-032.

Test was verified on 3/3/2021