Summary for Test 2023-09-20-44-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 994431
DEA: 024J1604
EFIS: 0222000145
DIST-CO-RTE-PM02---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 03/28/2023)

Sample Information

Sample Taken Date09/20/2023 Sample Unique Key44
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 testing09/20/2023
Sample typeProduction Start-Up A brief description of the sample2 bags of Fine RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDawn Last name of sampler or witnessed bySloaterman
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79353B Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number858050
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceWard Lake Pit
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-09-20-44
DIME Test ID: 2023-09-20-44-1
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: 2023-10-03

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/26/2023
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1463.5 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
5.6 grams-0.2 %99 %
374.5 grams1.3 %76 %
679.5 grams2.8 %56 %
886.5 grams3.2 %43 %
1034.5 grams2.3 %32 %
1155.0 grams1.3 %22 %
1250.1 grams0.8 %15 %
1312.9 grams0.4 %10.7 %
1321.7 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/3/2023