Summary for Test 2019-10-25-10-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-0.6/1.7 |
| Award Date | 10/17/2017 |
| Closeout Date | 04/23/2020 |
| Work Description | (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA. |
| Location Description | Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60. |
| QA Service Level | 1 (Verified on 12/11/2017) |
Sample Information
| Sample Taken Date | 10/25/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2019 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A-SP R15 | The quantity of what the sample constitutes | PSUE 4 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Vulcan Corona |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0668A-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Corona, Pacific Clay Products | |
| 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) | Vulcan Corona, Pacific Clay Products |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMa-A-SP R15 | The fabricator/manufacturer designation for the sample | 224112 CORD SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Corona 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: 2019-10-25-10
DIME Test ID: 2019-10-25-10-6
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: 2020-05-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Juan Le Roy
Date of test: 11/08/2019
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 76
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔