Summary for Test 2019-05-30-11-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214037 DEA: 120R2604 EFIS: 1218000073 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-90-5.5/8.1,12.0/12.8 |
| Award Date | 05/02/2019 |
| Closeout Date | 12/12/2019 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE RHMA AND APPLY TRAFFIC STRIPES |
| Location Description | ORANGE COUNTY IN BREA, PLACENTIA, AND ANAHEIM FROM ROUTE 90/57 SEPARATION TO 0.1 MILE EAST OF ROSE DRIVE AND FROM 0.3 MILE NORTH OF ORANGETHORPE AVENUE TO ROUTE 91/90 SEPARATION |
| QA Service Level | 1 (Verified on 05/31/2019) |
Sample Information
| Sample Taken Date | 05/30/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/11/2019 | Sample type | Verification |
| A brief description of the sample | 1/2 RHMA-G-SP | The quantity of what the sample constitutes | JMF 4 bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | All American Asphalt Corona |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0339G-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt Corona | |
| 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) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | 106836 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 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: 2019-05-30-11
DIME Test ID: 2019-05-30-11-6
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: 2019-07-03
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 06/22/2019
Clay Level (Test 1): 5
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.8
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 74
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔