Summary for Test 2025-03-19-38-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995057 DEA: 07321604 EFIS: 0716000049 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-0.0/18.0 |
| Award Date | 12/20/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY AC PAVEMENT AND UPGRADE ADA CURB RAMPS. |
| Location Description | LOS ANGELES COUNTY FROM STUDEBAKER ROAD TO PASEO DE LAS DELICIAS |
| QA Service Level | 1 (Verified on 08/08/2023) |
Sample Information
| Sample Taken Date | 03/19/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 03/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 Asphalt Concrete Aggregate |
| The quantity of what the sample constitutes | 500 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 | 2134537563 |
| Laboratory sample identification | 008 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Orange | Transportation Laboratory (TL) Number | C 003547 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0027 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 51 | A detailed description of where the material sample was collected | Cold Feed |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-19-38
DIME Test ID: 2025-03-19-38-1
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: 2025-04-03
Test Results
What type of gradation is being tested?: HMA 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: 03/24/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 80 % | ||||||
| 70 % | ||||||
| 49 % | ||||||
| 32 % | ||||||
| 21 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): This gradation test result is a combination of 75% 3/4 AC virgin aggregate and 25% RAP
Test was verified on 4/3/2025 ✔