Summary for Test 2024-07-31-78-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000504 DEA: 024J9604 EFIS: 0223000091 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | 07/26/2024 |
| Closeout Date | 03/24/2025 |
| Work Description | Digouts at Various Locations |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/07/2024) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 07/31/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2-inch Cold feed |
| The quantity of what the sample constitutes | 1 Bag Coldfeed | 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 | D79676B-2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 858505 |
| 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 | Tullis, Northstate Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-08-16: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-07-31-78-1 |
Test Details
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DIME Sample ID: 2024-07-31-78
DIME Test ID: 2024-07-31-78-1
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: 2024-08-20
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/07/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1639.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 9.0 grams | 0.0 % | 99 % | ||||
| 220.7 grams | -0.1 % | 86 % | ||||
| 465.4 grams | -1.0 % | 71 % | ||||
| 801.3 grams | -1.0 % | 50 % | ||||
| 1016.0 grams | -0.9 % | 37 % | ||||
| 1188.5 grams | -0.8 % | 27 % | ||||
| 1312.8 grams | -1.2 % | 19 % | ||||
| 1402.1 grams | -0.8 % | 14 % | ||||
| 1461.3 grams | -0.7 % | 10 % | ||||
| 1499.2 grams | -0.6 % | 8.0 % | ||||
| 1501.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2024 ✔