Summary for Test 2025-10-10-31-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000957 DEA: 022K5404 EFIS: 0225000091 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 10/10/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 10/10/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 Bags 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80082B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA) | Transportation Laboratory (TL) Number | 876965 |
| 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 |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-10-20: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-10-10-31-3 |
Test Details
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DIME Sample ID: 2025-10-10-31
DIME Test ID: 2025-10-10-31-3
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: 2025-10-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 10/20/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1535.7 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 18.2 grams | 0.0 % | 99 % | ||||
| 159.7 grams | -0.1 % | 90 % | ||||
| 377.6 grams | -1.0 % | 74 % | ||||
| 769.3 grams | -1.0 % | 49 % | ||||
| 987.4 grams | -0.9 % | 35 % | ||||
| 1144.9 grams | -0.8 % | 25 % | ||||
| 1250.6 grams | -1.2 % | 17 % | ||||
| 1323.1 grams | -0.8 % | 13 % | ||||
| 1372.1 grams | -0.7 % | 10 % | ||||
| 1407.7 grams | -0.6 % | 7.7 % | ||||
| 1408.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2025 ✔