Summary for Test 2022-08-11-77-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993609 DEA: 09388804 EFIS: 0921000038 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R123.0/R125.3 |
| Award Date | 04/21/2022 |
| Closeout Date | 10/13/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | IN KERN COUNTY ABOUT 10 MILES EAST OF MOJAVE FROM 4.6 MILES TO 2.3 MILES WEST OF CALIFORNIA CITY BOULEVARD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 08/11/2022 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/13/2022 |
| Sample type | Verification | A brief description of the sample | PSUE3/4" HMA-A-SP R15 1.0% LSM |
| The quantity of what the sample constitutes | 8 Bags Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | S | Last name of sampler or witnessed by | Ahumada |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0631A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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) | 91-15-0068 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | GRF 22 G3 1 | A detailed description of where the material sample was collected | Belt Cut at Griffith, Edmonston-LEBEC |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-08-11-77
DIME Test ID: 2022-08-11-77-5
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: 2022-11-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid A
Date of test: 09/21/2022
Clay Level (Test 1): 5.2
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 79
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 73
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2022 ✔