Summary for Test 1900-04-25-6-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-68-1.6/L4.1 |
| Award Date | 02/19/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL. |
| Location Description | MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/25/1900 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 04/25/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Gingras |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Daniel Gingras HMA Inc. | 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 | Reclaimed Asphalt Pavement | RAP Source | Daniel Gingras |
|---|---|---|---|
| Aggregate Size | Fine Fraction | Aggregate Source | |
| RAP Stockpile | Static | Stockpile Size (tons) | 10000 |
| Reclaimed Asphalt Pavement Mix Number |
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: 1900-04-25-6
DIME Test ID: 1900-04-25-6-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-04-25
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/25/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 85 % | ||||||
| 70 % | ||||||
| 60 % | ||||||
| 50 % | ||||||
| 40 % | ||||||
| 30 % | ||||||
| 15 % | ||||||
| 9.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2025 ✔