Test 2019-01-24-15-10 (AASHTO T104-99r16) Summary
Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 59--- | ||
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. | ||
| Location Description | Not set | ||
Sample Information
| Sample Taken Date | 1/24/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | Not set |
| Sample type | Quality Control | A brief description of the sample | 3/4 Inch HMA-A |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Akira | Last name of sampler or witnessed by | Hasegawa |
| Title of sampler | Laboratory sample identification | ||
| The fabricator/manufacturer/facility name | Deer Creek Porterville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-54-0021::DEER CREEK 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 | Stockpile @ 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 | HMA Design ID | JMF3512-2019-71-17-1011.247_C |
Test Details
DIME Sample ID: 2019-01-24-15
DIME Test ID: 2019-01-24-15-10
Testing Lab: CT HQ - Hot Mix Asphalt Laboratory
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2019-04-17
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Coarse and Fine Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 01/24/2019
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 0 %
Percentage of ⅜ inch x No. 4 material loss: 0 %
Percentage of No. 4 x 8 material loss: 0 %
Percentage of No. 8 x 16 material loss: 0 %
Percentage of No. 16 x 30 material loss: 0 %
Percentage of No. 30 x 50 material loss: 0 %
Coarse weighted average loss:1 %
Fine weighted average loss:2 %
General comments (publicly viewable) (Max 250 characters): Sodium sulfate soundness T-104
Test was verified on 04/10/2019 ✔