Summary for Test 2019-09-19-10-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 09/19/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/20/2019 |
| Sample type | Verification | A brief description of the sample | 3/4" Aggregate for a RHMA-G JMF |
| The quantity of what the sample constitutes | JMF Prequalification Program | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Rahshaun | Last name of sampler or witnessed by | Spears |
| Title of sampler | Transportation Engineer | Telephone number of sampler | (916) 227-0384 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Syar | 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) | 91-48-0002::LAKE HERMAN QUARRY |
|---|---|---|---|
| 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 | From the plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-09-19-10
DIME Test ID: 2019-09-19-10-2
Testing Lab: CT HQ - Sacramento Aggregate 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: 2019-10-01
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 09/30/2019
Mass of fractured, coarse, 2 faced particles tested: 1025.2 g
Mass of questionable, coarse, 2 faced particles tested: 79.3 g
Mass of unfractured, coarse, 2 faced particles tested: 16.8 g
Mass of fractured, coarse, 1 faced particles tested: 1025.2 g
Mass of questionable, coarse, 1 faced particles tested: 20.2 g
Mass of unfractured, coarse, 1 faced particles tested: 16.8 g
Mass of fractured, fine, 1 faced particles tested: 28 g
Mass of questionable, fine, 1 faced particles tested: 2.1 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 7 %
Percentage of questionable, coarse, 1 faced particles tested: 2 %
Percentage of questionable, fine, 1 faced particles tested: 7 %
Percentage of fractured, coarse, 2 faced particles tested: 95 %
Percentage of fractured, coarse, 1 faced particles tested: 97 %
Percentage of fractured, fine, 1 faced particles tested: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2019 ✔