Summary for Test 2019-04-05-19-1
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/05/2019 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/10/2019 |
| Sample type | Verification | A brief description of the sample | Untreated 3/4" Virgin Aggregate |
| The quantity of what the sample constitutes | Aggregate for JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | B |
| Title of sampler | NA | Telephone number of sampler | |
| Laboratory sample identification | 19-J-003 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite, Arvin | Transportation Laboratory (TL) Number | C772606 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | |
| Structure name | NA |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0024::ARVIN PIT |
|---|---|---|---|
| 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 | HMA Plant Cold Feed |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 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: 2019-04-05-19
DIME Test ID: 2019-04-05-19-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-16
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: Clinton Edmiston
Date of test: 04/10/2019
Mass of fractured, coarse, 2 faced particles tested: 606.8 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 12.8 g
Mass of fractured, coarse, 1 faced particles tested: 606.8 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 100.9 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: 98 %
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 12/16/2019 ✔