Summary for Test 2022-04-13-14-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215236 DEA: 081C6804 EFIS: 0812000343 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74,79and371-Varies |
| Award Date | 12/29/2020 |
| Closeout Date | Not set |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT. |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/02/2021) |
Sample Information
| Sample Taken Date | 04/13/2022 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/14/2022 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 0.5% LAS |
| The quantity of what the sample constitutes | 6 Bags Of Combined Agg., 3 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | K | Last name of sampler or witnessed by | Patel |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0231A-22 | 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 |
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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | 53417615 | 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 | 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
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DIME Sample ID: 2022-04-13-14
DIME Test ID: 2022-04-13-14-5
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: 2022-06-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Md Tarafder
Date of test: 04/18/2022
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.4
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 64
Sand Equivalent (Test 3): 71
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2022 ✔