Summary for Test 2021-07-22-33-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215483 DEA: 022J0004 EFIS: 0221000017 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-49-0.0/7.5 |
| Award Date | 04/05/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70 |
| QA Service Level | 1 (Verified on 03/08/2021) |
Sample Information
| Sample Taken Date | 07/22/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 07/23/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/8 RAP |
| The quantity of what the sample constitutes | PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Benson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78910 | Linked DIME Sample ID | 2021-07-22-32 |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 996941 |
| 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 | WNM Spanish Springs |
|---|---|---|---|
| Aggregate Size | 3/8 inch | Aggregate Source | WNM Spanish Springs |
| 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: 2021-07-22-33
DIME Test ID: 2021-07-22-33-3
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: 2021-08-09
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 07/30/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1543.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 40.4 grams | 97.4 % | |||||
| 280.5 grams | 81.8 % | |||||
| 449.5 grams | 70.9 % | |||||
| 735.1 grams | 52.4 % | |||||
| 928.5 grams | 39.8 % | |||||
| 1070.9 grams | 30.6 % | |||||
| 1197.9 grams | 22.4 % | |||||
| 1298.8 grams | 15.8 % | |||||
| 1364.5 grams | 11.6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2021 ✔