Summary for Test 2022-10-28-24-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 208973
DEA: 120H1004
EFIS: 1200000180
COOP: 120670
DIST-CO-RTE-PM12-ORA-405,73,405,605-9.3/24.3
Award Date11/07/2016
Closeout DateNot set
Work Description(Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location DescriptionOrange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
QA Service Level1 (Verified on 09/10/2015)

Sample Information

Sample Taken Date10/28/2022 Sample Unique Key24
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 testing10/28/2022
Sample typeQuality Assurance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes215 TONS From where was the sample collectedManufacturer
First name of sampler or witnessed byJIMMY CUONG Last name of sampler or witnessed byPHAM
Title of sampler Telephone number of sampler
Laboratory sample identification22-1105 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number105793

Test Details

DIME Sample ID: 2022-10-28-24
DIME Test ID: 2022-10-28-24-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-15

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Cuong Pham
Date of test: 10/28/2022
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 95 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/15/2023