Summary for Test 2019-07-29-12-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213488 DEA: 120H0454 EFIS: 1212000052 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405-2.4/3.9 |
| Award Date | 09/19/2018 |
| Closeout Date | 01/04/2021 |
| Work Description | WIDENING SB I-405 BY ADDING 2 AUX LANES |
| Location Description | ORANGE COUNTY IN IRVINE FROM 0.3 MILE SOUTH OF SAND CANYON AVENUE OVERCROSSING TO 0.4 MILE SOUTH OF JEFFREY ROAD / UNIVERSITY DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 04/04/2019) |
Sample Information
| Sample Taken Date | 07/29/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 07/31/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
| The quantity of what the sample constitutes | PSE 4 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Loi | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0450A-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 | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 105973 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Irvine 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: 2019-07-29-12
DIME Test ID: 2019-07-29-12-6
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: 2019-08-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 07/31/2019
Clay Level (Test 1): 5.3
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 73
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔