Summary for Test 2020-08-12-2-8
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
| Award Date | 03/07/2019 |
| Closeout Date | 07/27/2023 |
| Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
| Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
| Sample Taken Date | 08/12/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/12/2020 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP, R15 0.5% LAS | The quantity of what the sample constitutes | 2 Bags Of Coldfeed Agg., 1 Bag Of Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Edmond |
| Last name of sampler or witnessed by | Jabbour | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0495A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble Company | |
| 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) | 91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 36R1504SPWC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | 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: 2020-08-12-2
DIME Test ID: 2020-08-12-2-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2020-08-19
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/14/2020
Bulk dry specific gravity: 2.567
Average uncompacted voids: 47.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2020 ✔