Summary for Test 2020-06-19-18-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214528
DEA: 024G5404
EFIS: 0214000024
DIST-CO-RTE-PM02-TEH-36-40.3/42.1
Award Date01/08/2020
Closeout Date09/15/2021
Work DescriptionPLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionTEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/19/2020 Sample Unique Key18
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 testing06/19/2020
Sample typeVerification A brief description of the sampleCombined RAP, 1/2-inch
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78493B Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853464
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
JMF Verification ID JMF3513-2020-167

Test Details

DIME Sample ID: 2020-06-19-18
DIME Test ID: 2020-06-19-18-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-07-28

Test Results


Does this test use 1/4 sieve?: Yes
Input Type: Calculated
Tester's full name: Karen Spliethof
Date of test: 06/20/2020
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:95.8 %
Cumulative percent passing the 3/8 in. sieve:88.6 %
Cumulative percent passing the 1/4 in. sieve:76.3 %
Cumulative percent passing the #4 sieve:67 %
Cumulative percent passing the #8 sieve:48.8 %
Cumulative percent passing the #16 sieve:35 %
Cumulative percent passing the #30 sieve:25.7 %
Cumulative percent passing the #50 sieve:18.6 %
Cumulative percent passing the #100 sieve:13.6 %
Cumulative percent passing the #200 sieve:10.33 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/28/2020