Summary for Test 2022-09-02-58-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 09/02/2022 | Sample Unique Key | 58 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/02/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 2 bags of Combined RAP | 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 | Brandon |
| Last name of sampler or witnessed by | Evangelista | Title of sampler | ARE |
| Telephone number of sampler | Laboratory sample identification | D79150B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 891188 | 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 | Fawndale Rock and Asphalt |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-02-58
DIME Test ID: 2022-09-02-58-2
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: 2022-09-16
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 09/09/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1471.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 9.2 grams | 99.4 % | |||||
| 179.2 grams | 87.8 % | |||||
| 340.7 grams | 76.9 % | |||||
| 651.0 grams | 55.8 % | |||||
| 878.8 grams | 40.3 % | |||||
| 1044.3 grams | 29.1 % | |||||
| 1165.7 grams | 20.8 % | |||||
| 1248.2 grams | 15.2 % | |||||
| 1302.4 grams | 11.5 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 9/16/2022 ✔