Summary for Test 2022-11-29-40-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout Date08/01/2023
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date11/29/2022 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing12/02/2022 Sample typeQuality Assurance
A brief description of the sampleRAP The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byHonesto
Last name of sampler or witnessed byCastillo Title of samplerMREAS
Telephone number of sampler15626444782 Laboratory sample identification8193
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials Co. Irwindale
Transportation Laboratory (TL) NumberC006639 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceVulcan Irwindale Stockpile
Aggregate Size Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2022-11-29-40
DIME Test ID: 2022-11-29-40-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-12-22

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: A. Toledo
Date of test: 12/09/2022
Cumulative Percent Passing
100 %
100 %
100 %
100 %
100 %
95 %
73 %
54 %
42 %
32 %
22 %
15 %
10.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2022