Summary for Test 2021-06-23-22-5
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 | 06/23/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/07/2021 | Sample type | Verification |
| A brief description of the sample | JMF 3/4" HMA-A-SP R22 0.75% LAS | The quantity of what the sample constitutes | 6 Bags Of Combined Agg., 4 Bags Rap |
| 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 | 0403A-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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0008::CABAZON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R22 | The fabricator/manufacturer designation for the sample | |
| The plant number | CHP 64D | 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: 2021-06-23-22
DIME Test ID: 2021-06-23-22-5
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: 2021-07-14
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 07/11/2021
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 74
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2021 ✔