Summary for Test 2022-01-18-12-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215150 DEA: 120P0304 EFIS: 1215000024 |
---|---|
DIST-CO-RTE-PM | 12-ORA-74-11.5/16.6 |
Award Date | 11/13/2020 |
Closeout Date | Not set |
Work Description | PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM. |
Location Description | ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE |
QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
Sample Taken Date | 01/18/2022 | 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 | 01/24/2022 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% EVO |
The quantity of what the sample constitutes | 2 Bags Of Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0107A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble-Corona | 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) | 91-33-0014/91-33-0039 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 36R2508SPWEC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-18-12
DIME Test ID: 2022-01-18-12-5
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: 2022-01-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 01/27/2022
Clay Level (Test 1): 6
Sand Level (Test 1): 4
Clay Level (Test 2): 6.1
Sand Level (Test 2): 3.7
Clay Level (Test 3): 6.4
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 61
Sand Equivalent (Test 3): 61
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2022 ✔