Summary for Test 2023-08-08-36-7
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994620 DEA: 120T6304 EFIS: 1222000073 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-39-3.2/5.8 |
| Award Date | 06/12/2023 |
| Closeout Date | 06/18/2024 |
| Work Description | COLD PLANE AC PVMT AND PLACE RHMA. |
| Location Description | ORANGE COUNTY IN HUNTINGTON BEACH FROM ELLIS AVENUE/MAIN STREET TO STARK DRIVE |
| QA Service Level | 1 (Verified on 07/07/2023) |
Sample Information
| Sample Taken Date | 08/08/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 08/09/2023 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 2 bags of each: 3/4", 1/2", 3/8", Sand and 1 bag of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | R.J. | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0403A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R.J. Noble/ Eagle Valley Quarry/ Ingevity/ World Oil | 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) | 91-33-0035 |
|---|---|---|---|
| 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 | R.J. Noble Company, Orange | |
| 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 | 36R2503SPWEO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-08-36
DIME Test ID: 2023-08-08-36-7
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: 2023-10-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R .G.
Date of test: 08/14/2023
Clay Level (Test 1): 5.8
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.6
Sand Level (Test 2): 4
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 70
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/6/2023 ✔