Summary for Test 2020-03-04-1-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213808 DEA: 080N6704 EFIS: 0800000536 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-28.1/37.4 |
| Award Date | 03/12/2019 |
| Closeout Date | 04/28/2022 |
| Work Description | CONSTRUCT RAISED MEDIAN AND LEFT TURN LANES. |
| Location Description | RIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE. |
| QA Service Level | 1 (Verified on 12/04/2019) |
Sample Information
| Sample Taken Date | 03/04/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 03/05/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R24 Aggregates |
| The quantity of what the sample constitutes | PSUE 9 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | California Commercial Asphalt Lake Elsinore | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0158A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | 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) | 91-33-0098, 91-33-0011 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 53417315 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore Plant |
| Where the material sample would have been placed if not sampled | HMA Pavement | 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: 2020-03-04-1
DIME Test ID: 2020-03-04-1-6
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: Larry Diaz
Date of test: 03/06/2020
Clay Level (Test 1): 6.6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 6.9
Sand Level (Test 2): 4
Clay Level (Test 3): 7
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 58
Sand Equivalent (Test 2): 58
Sand Equivalent (Test 3): 58
Sand Equivalent: 58
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔