Summary for Test 2019-06-03-9-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 210569 DEA: 083555V4 EFIS: 0814000086 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-42.5/46.0 |
| Award Date | 11/05/2015 |
| Closeout Date | 01/18/2022 |
| Work Description | WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR. |
| Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/15/2015) |
Sample Information
| Sample Taken Date | 06/03/2019 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/07/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R25 |
| The quantity of what the sample constitutes | JMF 12 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Blue Diamond Victorville | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0330A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond Oro Grande, Cemex White Mountain | 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) | Blue Diamond Oro Grande, Cemex White Mountain |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | 300215 R25 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 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: 2019-06-03-9
DIME Test ID: 2019-06-03-9-6
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: 2019-07-03
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 06/10/2019
Clay Level (Test 1): 4.8
Sand Level (Test 1): 3.8
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 81
Sand Equivalent (Test 3): 79
Sand Equivalent: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔