Summary for Test 2021-03-02-32-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215073
DEA: 034H5604
EFIS: 0318000332
DIST-CO-RTE-PM03-PLA-65-R12.9/R13.1
Award Date09/02/2020
Closeout Date09/23/2021
Work DescriptionCONSTRUCT SLOPE PAVING AND PLACE EROSION CONTROL.
Location DescriptionPLACER COUNTY IN LINCOLN AT THE SOUTH INGRAM SLOUGH BRIDGE
QA Service Level1 (Verified on 09/10/2020)

Sample Information

Sample Taken Date03/02/2021 Sample Unique Key32
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 testing03/02/2021
Sample typeVerification A brief description of the sampleRAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Personnel (SAMPLER) Last name of sampler or witnessed byDavid Drane (WITNESS)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-008 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Company - Roseville Transportation Laboratory (TL) Numberc764977
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceVulcan Materials Roseville, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-02-32
DIME Test ID: 2021-03-02-32-3
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: 2021-04-12

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: 03/02/2021
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 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 63 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 9.0 %
General comments (publicly viewable) (Max 1000 characters): JMF21-008.

Test was verified on 4/12/2021