Summary for Test 2020-11-24-9-2
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 | 11/24/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 11/30/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" Aggregate for JMF Verification |
| The quantity of what the sample constitutes | 2 bags RAP 1 bag mineral filler 3 bags for each bin 1-4 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Zuniga |
| Title of sampler | TET | Telephone number of sampler | 4084215620 |
| Laboratory sample identification | 20-JMFPP-0228 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Syar Industries | Transportation Laboratory (TL) Number | 911412 |
| 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 | Batch plant bins | |
| The plant number | A detailed description of where the material sample was collected | Cold feeds | |
| 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: 2020-11-24-9
DIME Test ID: 2020-11-24-9-2
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: 2020-12-03
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: Jay Horton
Date of test: 12/02/2020
Mass of fractured, coarse, 2 faced particles tested: 1016.6 g
Mass of questionable, coarse, 2 faced particles tested: 3.8 g
Mass of unfractured, coarse, 2 faced particles tested: 0 g
Mass of fractured, coarse, 1 faced particles tested: 1016.6 g
Mass of questionable, coarse, 1 faced particles tested: 3.8 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 28.2 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/3/2020 ✔