Summary for Test 2022-03-31-27-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215108 DEA: 07337604 EFIS: 0717000036 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-R28.9/R29.2 |
| Award Date | 10/15/2020 |
| Closeout Date | 05/04/2023 |
| Work Description | REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 03/31/2022 | Sample Unique Key | 27 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/31/2022 |
| Sample type | Acceptance | A brief description of the sample | 3/4 Asphalt Concrete Aggregate |
| The quantity of what the sample constitutes | 400 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Honesto | Last name of sampler or witnessed by | Castillo |
| Title of sampler | MREAS | Telephone number of sampler | 12134537563 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | Transportation Laboratory (TL) Number | C-006565 |
| 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) | 91-33-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-R15 | The fabricator/manufacturer designation for the sample | 105793 |
| The plant number | Irwindale | A detailed description of where the material sample was collected | HMA Plant Cold Feed |
| Where the material sample would have been placed if not sampled | North Bound Route 14 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-03-31-27
DIME Test ID: 2022-03-31-27-1
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: 2022-05-09
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: Arnold Truong
Date of test: 04/08/2022
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): This gradation test results is a combination of 3/4 HMA virgin aggregate and RAP burn off.
Test was verified on 5/9/2022 ✔