Summary for Test 2022-03-01-58-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
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DIST-CO-RTE-PM | 07-LA-101-0.0/1.0 |
Award Date | 05/06/2021 |
Closeout Date | 07/14/2022 |
Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 03/01/2022 | Sample Unique Key | 58 |
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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 | 03/02/2022 |
Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A R15 |
The quantity of what the sample constitutes | 507 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | 2137924794 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Blue Diamond Material-Irwindale | Transportation Laboratory (TL) Number | C0301A1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0052 UNITED ROCK CORPORATION OLIVE PIT MINE |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A | The fabricator/manufacturer designation for the sample | 300154 |
The plant number | A detailed description of where the material sample was collected | belt cut | |
Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-03-01-58
DIME Test ID: 2022-03-01-58-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-04-08
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: A.Truong
Date of test: 03/03/2022
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 36 %
Cumulative percent passing the #30 sieve: 26 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2022 ✔