Summary for Test 2020-02-10-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
| Award Date | 06/03/2019 |
| Closeout Date | 10/17/2023 |
| Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
| Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
| QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
| Sample Taken Date | 02/10/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 02/12/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
| The quantity of what the sample constitutes | PSUE 4 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jose Ibarra | Last name of sampler or witnessed by | Roman |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0132A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | Transportation Laboratory (TL) Number | |
| 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) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 105793 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-02-10-12
DIME Test ID: 2020-02-10-12-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-03-17
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: Edmond Jabbour, Michael Magana
Date of test: 02/12/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 84 % | ||||||
| 70 % | ||||||
| 44 % | ||||||
| 26 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 3/17/2020 ✔