Summary for Test 2022-05-27-16-7
Test performed: AASHTO T210-15Project 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 | 05/27/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2022 | Sample type | Verification |
| A brief description of the sample | 1/2" HMA-A , 15% RAP, PG 64-28 | The quantity of what the sample constitutes | 2 - 5 gallon buckets |
| 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 | TE |
| Telephone number of sampler | Laboratory sample identification | 22-JMFPP-0091 | |
| 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 | ||
| Bid Item | Not set |
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: 2022-05-27-16
DIME Test ID: 2022-05-27-16-7
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Test Release Date: 2022-06-28
Test Results
Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 06/23/2022
Was strict temperature control maintained?: Yes
What type of water was used?: Deminerialized
Height of sediment column: 0.5 in
Clay reading: 4.8 in
Sand reading: 3.7 in
Durability Index (coarse): 85
Durability Index (fine): 78
General comments (publicly viewable) (Max 1000 characters): Please run Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.
Test was verified on 6/28/2022 ✔