Summary for Test 2022-02-02-48-5
Test performed: AASHTO T176-08Project 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 | 02/02/2022 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/10/2022 | Sample type | Verification |
| A brief description of the sample | JMF PP 1/2" HMA-A-SP R25 0.25% EVO | The quantity of what the sample constitutes | 4 Bags Combined Agg., 2 Bags Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RJ Noble |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0157A-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble-Orange | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 40R2508SPWEO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-02-02-48
DIME Test ID: 2022-02-02-48-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2022-03-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: MD Tarafdar
Date of test: 03/15/2022
Clay Level (Test 1): 5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 77
Sand Equivalent: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔
