Summary for Test 2020-01-31-1-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214634 DEA: 051M2404 EFIS: 0519000085 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-21.8/22.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Goleta Cross Slope Correction |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 01/31/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/31/2020 |
| Sample type | Verification | A brief description of the sample | 6 bags virgin 1 bag LSM |
| The quantity of what the sample constitutes | Verification Testing | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zamora |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CalPortland Garey | 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 or name of Pit) | 91-42-0014 |
|---|---|---|---|
| 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 |
| 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: 2020-01-31-1
DIME Test ID: 2020-01-31-1-4
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-02-13
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 02/13/2020
Clay reading: 5.7
Sand reading: 3.8
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/13/2020 ✔