Summary for Test 2021-06-03-15-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215494 DEA: 081H4904 EFIS: 0817000059 |
---|---|
DIST-CO-RTE-PM | 08-SBD-18-31.9/38.5 |
Award Date | 04/05/2021 |
Closeout Date | 01/18/2022 |
Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH HMA (TYPE A). |
Location Description | SAN BERNARDINO COUNTY FROM 0.1 MILE EAST OF HILLTOP CONNECTOR TO 0.5 MILE EAST OF SIBERIA CREEK TRAIL |
QA Service Level | 1 (Verified on 07/06/2021) |
Sample Information
Sample Taken Date | 06/03/2021 | Sample Unique Key | 15 |
---|---|---|---|
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 | 06/07/2021 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R12, 0.75% LAS |
The quantity of what the sample constitutes | 5 Bags of Combined Aggregate, 3 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matich Lytle Creek | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0333A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Matich-Lytle Creek | 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) | 91-36-0040::LYTLE CREEK |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | |
The plant number | LHP 62D | A detailed description of where the material sample was collected | Belt Cut at Matich Lytle Creek 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: 2021-06-03-15
DIME Test ID: 2021-06-03-15-5
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: 2021-06-24
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 06/08/2021
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.5
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 72
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2021 ✔