Summary for Test 2021-06-17-37-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 212777
DEA: 021H1104
EFIS: 0215000106
DIST-CO-RTE-PM02-LAS-299-25.58/25.58
Award Date12/04/2019
Closeout Date08/14/2023
Work DescriptionBUILDING WORK.
Location DescriptionLASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date06/17/2021 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing06/21/2021 Sample typeDepartment Acceptance
A brief description of the sample1 bag of Combined RAP (3/8-inch) The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byEmilio
Last name of sampler or witnessed byChavez Title of sampler
Telephone number of sampler Laboratory sample identificationD78847D
Linked DIME Sample ID The fabricator/manufacturer/facility nameEagle Peak Rock and Paving – Alturas Plant (Alturas, CA)
Transportation Laboratory (TL) Number766443 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameNot Applicable
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceEagle Peak Rock and Paving, Alturas Plant, Alturas, CA
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-17-37
DIME Test ID: 2021-06-17-37-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-01-13

Test Results


Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/22/2021
Cumulative Mass RetainedCumulative Percent Passing
1509.7 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
3.1 grams99.8 %
76.3 grams94.9 %
239.3 grams84.1 %
368.8 grams75.6 %
661.9 grams56.2 %
896.3 grams40.6 %
1059.1 grams29.8 %
1183.1 grams21.6 %
1283.6 grams15 %
1350.9 grams10.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/13/2022 ✔