Summary for Test 2022-03-02-17-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | 11/12/2020 |
| Closeout Date | 06/02/2025 |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 03/02/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/02/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA A | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Larry |
| Last name of sampler or witnessed by | Francisco | Title of sampler | tet |
| Telephone number of sampler | Laboratory sample identification | lot 1 sublot 112 | |
| 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | 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: 2022-03-02-17
DIME Test ID: 2022-03-02-17-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-03-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Larry Francisco
Date of test: 03/02/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 76 % | ||||||
| 70 % | ||||||
| 47 % | ||||||
| 31 % | ||||||
| 23 % | ||||||
| 15 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2022 ✔