Summary for Test 2022-04-25-14-5
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 | 04/25/2022 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/28/2022 |
| Sample type | Verification | A brief description of the sample | 1/2" RHMA-G PG 64-16 with 0.25% LAS15% RAP |
| The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Akira | Last name of sampler or witnessed by | Hasegawa |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | 22-JMFPP-0069 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Deer Creek Porterville | 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) | 91-54-0021::DEER CREEK ASPHALT |
|---|---|---|---|
| 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 | At the plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-04-25-14
DIME Test ID: 2022-04-25-14-5
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2022-05-09
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Ryan Kester/ Jay Horton
Date of test: 05/04/2022
Clay Level (Test 1): 4.7
Sand Level (Test 1): 4.1
Clay Level (Test 2): 4.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 88
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 81
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2022 ✔