Summary for Test 2020-06-12-13-8
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 214924 DEA: 080M9004 EFIS: 0812000248 COOP: 081695 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-111-18.0/19.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | The purpose of the project is to provide a grade separated crossing over the existing UPRR, SR-111 and Hammond Road in the Mecca Community that will provide the following benefits: provide a secondary access point to the Community of Mecca. |
| Location Description | The project is in Riverside County from 0.47 miles east of State Route 86 to 0.45 miles west of Johnson Street. |
| QA Service Level | 2 (Verified on 04/22/2020) |
Sample Information
| Sample Taken Date | 06/12/2020 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/19/2020 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA-A-SP R12 0.75% LAS | The quantity of what the sample constitutes | 4 Bags Combined Agg. & 2 Bags Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Matich Cabazon |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0356A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertson Cabazon | |
| 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) | 91-33-0008::CABAZON QUARRY |
|---|---|---|---|
| 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 | Conveyor Belt |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | CHP-62D | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-12-13
DIME Test ID: 2020-06-12-13-8
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: 2020-06-26
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/25/2020
Bulk dry specific gravity: 2.683
Average uncompacted voids: 46.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2020 ✔