Summary for Test 2023-07-05-19-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 6585
DEA: 120H0014
DIST-CO-RTE-PM12-ORA-39-9.1
Award Date08/16/2006
Closeout Date07/28/2010
Work DescriptionMODIFY SIGNAL AND EXTEND LEFT TURN
Location DescriptionIN ORANGE COUNTY IN HUNTINGTONBEACH AND WESTMINSTER AT EDINGERAVENUE
QA Service Level1 (Verified on 07/28/2010)

Sample Information

Sample Taken Date07/05/2023 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing07/05/2023 Sample typeQuality Assurance
A brief description of the sample1/2" RHMA-G The quantity of what the sample constitutes1200 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byKreetha
Last name of sampler or witnessed byMekchai Title of samplerQA Inspector
Telephone number of sampler6265327705 Laboratory sample identification23-0628
Linked DIME Sample ID23-0628 The fabricator/manufacturer/facility nameAAA-Corona
Transportation Laboratory (TL) Number23-0628 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameOC 405 SB Brookhurst to Harbor
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number106836
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-07-05-19
DIME Test ID: 2023-07-05-19-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-07-26

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Kreetha Mekchai
Date of test: 07/05/2023
Cumulative Percent Passing
0 %
0 %
0 %
0 %
92 %
80 %
36 %
16 %
9 %
7 %
5 %
4 %
3.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/26/2023 ✔