Summary for Test 2021-09-20-64-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award Date01/21/2021
Closeout Date08/21/2023
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/20/2021 Sample Unique Key64
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 testing09/30/2021
Sample typeVerification A brief description of the sample3/8" Rap
The quantity of what the sample constitutesBags of Rap From where was the sample collectedSupplier
First name of sampler or witnessed byJ Last name of sampler or witnessed byCotten
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company -- Bradshaw Plant 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 SourceGranite Bradshaw Plant
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-20-64
DIME Test ID: 2021-09-20-64-3
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: 2021-12-28

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Julian Gonzales
Date of test: 10/05/2021
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 0 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 75 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 23 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 11.5 %
General comments (publicly viewable) (Max 1000 characters): JMF21-042

Test was verified on 12/28/2021