Summary for Test 2021-10-06-27-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
| Award Date | 10/29/2018 |
| Closeout Date | 01/03/2024 |
| Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
| Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 10/06/2021 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/19/2021 | Sample type | Verification |
| A brief description of the sample | JMF 1/2" HMA-O-SP | The quantity of what the sample constitutes | 6 Bags of Aggregate |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Carrera | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0596O-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Otay | |
| 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) | 91-37-0035::CHULA VISTA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-O-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 326114 Otay SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Otay |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-06-27
DIME Test ID: 2021-10-06-27-6
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: 2021-10-25
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 10/20/2021
Clay Level (Test 1): 7.4
Sand Level (Test 1): 3.4
Clay Level (Test 2): 7.6
Sand Level (Test 2): 3.6
Clay Level (Test 3): 7.5
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 46
Sand Equivalent (Test 2): 48
Sand Equivalent (Test 3): 47
Sand Equivalent: 47
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2021 ✔