Summary for Test 2021-10-20-22-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215148 DEA: 081E8404 EFIS: 0814000113 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6 |
| Award Date | 12/11/2020 |
| Closeout Date | 03/01/2023 |
| Work Description | REPLACE ROADWAY WITH RHMA-G AND HMA. |
| Location Description | IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL |
| QA Service Level | 1 (Verified on 03/18/2021) |
Sample Information
| Sample Taken Date | 10/20/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 10/21/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags of Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Matich Cabazon | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0599G-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Matich Cabazon | 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, 91-33-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | CHP 68E | A detailed description of where the material sample was collected | Belt Cut at Matich Cabazon 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: 2021-10-20-22
DIME Test ID: 2021-10-20-22-5
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: 2021-10-27
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 10/22/2021
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 72
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2021 ✔