Summary for Test 2020-08-12-5-8
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 | 5 |
|---|---|---|---|
| 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 | 08/13/2020 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" 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 | Eddie | Last name of sampler or witnessed by | J |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0499A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R J Noble Company | Transportation Laboratory (TL) Number | |
| 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) | 91-33-0014/91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 40R1504SPWC | 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 | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-08-12-5
DIME Test ID: 2020-08-12-5-8
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: 2020-08-28
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 08/24/2020
Bulk dry specific gravity: 2.598
Average uncompacted voids: 47.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2020 ✔