Summary for Test 2026-07-24-39-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1002030 DEA: 020J7604 EFIS: 0219000157 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-67.7/T85.06 |
| Award Date | 02/18/2026 |
| Closeout Date | Not set |
| Work Description | Tangle Blue CAPM |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/06/2026) |
Sample Information
| Sample Taken Date | 07/24/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 07/27/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 4 Bags of Combined Lime Treated 1/2-inch Virgin Aggregate |
| 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 | D80306B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA) | Transportation Laboratory (TL) Number | 846253 |
| 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 |
|---|---|---|
| 2026-08-14: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-07-24-39-3 |
Test Details
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DIME Sample ID: 2026-07-24-39
DIME Test ID: 2026-07-24-39-3
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: 2026-08-13
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: 07/30/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1605.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 13.2 grams | 0.0 % | 99 % | ||||
| 317.3 grams | -0.1 % | 80 % | ||||
| 650.2 grams | -0.1 % | 59 % | ||||
| 959.0 grams | -0.1 % | 40 % | ||||
| 1144.3 grams | -0.9 % | 28 % | ||||
| 1266.3 grams | -0.8 % | 20 % | ||||
| 1348.6 grams | -1.2 % | 15 % | ||||
| 1409.8 grams | -0.8 % | 11 % | ||||
| 1454.0 grams | -0.7 % | 9 % | ||||
| 1487.6 grams | -0.6 % | 6.7 % | ||||
| 1489.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2026 ✔