Summary for Test 2015-05-06-4-6
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 209767 DEA: 043G6504 EFIS: 0412000150 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-680-0.35/13.10 |
| Award Date | 10/08/2014 |
| Closeout Date | 11/30/2016 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/02/2014) |
Sample Information
| Sample Taken Date | 05/06/2015 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/08/2015 | Sample type | Verification |
| A brief description of the sample | 1/2 HMA | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Joy |
| Last name of sampler or witnessed by | Sharma | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 15ASPH0237 thru 15ASPH0241 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Syar Lake Herman |
| Transportation Laboratory (TL) Number | C667676 thru C667681 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Job Mix Formula Partial | Source Identification (SMARA, name of Pit or Job Site) | 91-48-0002 |
|---|---|---|---|
| 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 | Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Superpave or Non-superpave Mix | Not set |
Test Details
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DIME Sample ID: 2015-05-06-4
DIME Test ID: 2015-05-06-4-6
Testing Lab: CT HQ - Sacramento Concrete Testing 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: 2015-06-02
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 05/15/2015
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2015 ✔