Summary for Test 2019-11-12-15-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213738 DEA: 07303504 EFIS: 0714000007 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-23-0.0/R3.3 |
| Award Date | 01/09/2019 |
| Closeout Date | 11/02/2020 |
| Work Description | COLD PLANE & OVERLAY ASPHALT CONCRETE PAVEMENT AND UPGRADE CURB RAMPS. |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS FROM CARLISLE ROAD TO ROUTE 101 |
| QA Service Level | 1 (Verified on 11/02/2020) |
Sample Information
| Sample Taken Date | 11/12/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 11/14/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 RHMA-G-SP |
| The quantity of what the sample constitutes | PSUE 6 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Sun Valley | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0685G-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sheldon, Boulevard, Big Rock Creek | 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) | 91-19-0017, 91-19-0019, 91-19-0021 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | 326120 SVA3 LTR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-11-12-15
DIME Test ID: 2019-11-12-15-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-05-07
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔