Summary for Test 2021-06-14-33-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 2 bags of 3/8-inch RAP (Combined) | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D78844D | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | |
| Transportation Laboratory (TL) Number | 853348 | 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 | Eagle Peak Rock and Paving, Alturas Plant, Alturas, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Eagle Peak |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement 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: 2021-06-14-33
DIME Test ID: 2021-06-14-33-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-12-30
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/16/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1496.8 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 17.8 grams | 98.8 % | |||||
| 104.3 grams | 93 % | |||||
| 322.4 grams | 78.5 % | |||||
| 468.0 grams | 68.7 % | |||||
| 768.5 grams | 48.7 % | |||||
| 986.0 grams | 34.1 % | |||||
| 1119.8 grams | 25.2 % | |||||
| 1218.5 grams | 18.6 % | |||||
| 1298.9 grams | 13.2 % | |||||
| 1353.4 grams | 9.6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/30/2021 ✔