Summary for Test 2020-07-22-42-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-152-7.6/M10.2 |
| Award Date | 05/24/2019 |
| Closeout Date | 04/12/2021 |
| Work Description | ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES. |
| Location Description | SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101 |
| QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
| Sample Taken Date | 07/22/2020 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Verification |
| A brief description of the sample | 1/2" RHMA | The quantity of what the sample constitutes | 16 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Purvi |
| Last name of sampler or witnessed by | Shah | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construciton Los Banos | |
| 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) | 91-24-0009 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Hot Plant Granite Construction Salina | |
| Where the material sample would have been placed if not sampled | 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: 2020-07-22-42
DIME Test ID: 2020-07-22-42-7
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-14
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Reza Dineli
Date of test: 08/07/2020
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 96 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2020 ✔