Summary for Test 2020-04-21-21-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214326 DEA: 07310404 EFIS: 0715000001 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-0.0/36.9 |
| Award Date | 10/17/2019 |
| Closeout Date | 03/29/2024 |
| Work Description | PLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project) |
| Location Description | LOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION |
| QA Service Level | 1 (Verified on 10/29/2019) |
Sample Information
| Sample Taken Date | 04/21/2020 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2020 | Sample type | Department Acceptance |
| A brief description of the sample | Agg Cold Feed RAP AFTER BURN | The quantity of what the sample constitutes | 123 TONS |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kevin |
| Last name of sampler or witnessed by | Hopkins | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 9882 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Littlerock | |
| Transportation Laboratory (TL) Number | 042120E | 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) | 91-19-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | BELT |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | 3566 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-21-21
DIME Test ID: 2020-04-21-21-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-05-13
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 04/29/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 84.7 % | ||||||
| 65 % | ||||||
| 50 % | ||||||
| 38 % | ||||||
| 28 % | ||||||
| 19 % | ||||||
| 12.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): After Ignition Grading 5.1 Percent AC
Test was verified on 5/13/2020 ✔
