Summary for Test 2022-10-28-24-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
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DIST-CO-RTE-PM | 12-ORA-405,73,405,605-9.3/24.3 |
Award Date | 11/07/2016 |
Closeout Date | Not 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 Description | Orange 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 Level | 1 (Verified on 09/10/2015) |
Sample Information
Sample Taken Date | 10/28/2022 | Sample Unique Key | 24 |
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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 testing | 10/28/2022 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 215 TONS | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | JIMMY CUONG | Last name of sampler or witnessed by | PHAM |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 22-1105 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | AAA-Corona | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
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HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | 105793 |
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 ✔