Summary for Test 2021-12-27-5-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date12/27/2021 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/30/2021
Sample typeQuality Assurance A brief description of the sampleSample from Lot 1-1
The quantity of what the sample constitutesA sublot From where was the sample collectedManufacturer
First name of sampler or witnessed byTom Last name of sampler or witnessed byCromwell
Title of samplerInspector Telephone number of sampler
Laboratory sample identificationD5 21-A-310 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceGranite Santa Paula
Aggregate SizeFive Eighths Minus Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-12-27-5
DIME Test ID: 2021-12-27-5-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-01-04

Test Results

Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 01/04/2022
Cumulative Mass RetainedCumulative Percent Passing
1539.1 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
19.1 grams98.8 %
365.2 grams76.3 %
608.9 grams60.4 %
869.9 grams43.5 %
1031.1 grams33 %
1188.3 grams22.8 %
1312.5 grams14.7 %
1393.7 grams9.4 %
General comments (publicly viewable) (Max 1000 characters): Uncorrected values (need to be corrected by RAP Correlation Factors)

Test was verified on 1/4/2022