Summary for Test 2023-09-13-43-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995105
DEA: 023J8104
EFIS: 0222000086
DIST-CO-RTE-PM02-SIS-3-0.408/7.1
Award Date03/17/2023
Closeout Date04/11/2024
Work DescriptionScott Mountain Overlay
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2023)

Sample Information

Sample Taken Date09/13/2023 Sample Unique Key43
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 testing09/13/2023
Sample typeProduction Start-Up A brief description of the sample2 bags of Combined RAP (1/2-inch)
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79342B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) Transportation Laboratory (TL) Number815623
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-09-13-43
DIME Test ID: 2023-09-13-43-2
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: 2023-09-26

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/19/2023
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1540.6 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
11.5 grams0.2 %99 %
158.3 grams0.2 %90 %
393.1 grams-1.0 %73 %
799.8 grams-0.4 %48 %
1018.0 grams-0.4 %34 %
1158.6 grams-0.5 %24 %
1250.8 grams-0.8 %18 %
1321.1 grams-0.7 %14 %
1375.7 grams-0.8 %10 %
1414.4 grams-0.6 %7.6 %
1422.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2023