Summary for Test 2021-06-17-37-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-25.58/25.58 |
| Award Date | 12/04/2019 |
| Closeout Date | 08/14/2023 |
| Work Description | BUILDING WORK. |
| Location Description | LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/17/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 06/21/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 1 bag of Combined RAP (3/8-inch) |
| 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 | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78847D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | Transportation Laboratory (TL) Number | 766443 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Not Applicable | 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 | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-17-37
DIME Test ID: 2021-06-17-37-3
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: 2022-01-13
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: 06/22/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1509.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 3.1 grams | 99.8 % | |||||
| 76.3 grams | 94.9 % | |||||
| 239.3 grams | 84.1 % | |||||
| 368.8 grams | 75.6 % | |||||
| 661.9 grams | 56.2 % | |||||
| 896.3 grams | 40.6 % | |||||
| 1059.1 grams | 29.8 % | |||||
| 1183.1 grams | 21.6 % | |||||
| 1283.6 grams | 15 % | |||||
| 1350.9 grams | 10.5 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/13/2022 ✔