Summary for Test 2026-07-27-95-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-21/R34.622 |
| Award Date | 08/05/2025 |
| Closeout Date | Not set |
| Work Description | MCCLOUD CAPM - PAVEMENT REHABILITATION |
| Location Description | IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5 |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 07/27/2026 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2026 | 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 Tester |
| Telephone number of sampler | Laboratory sample identification | D80315B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 846267 | 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 |
|---|---|---|
| 2026-08-19: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-07-27-95-3 |
Test Details
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DIME Sample ID: 2026-07-27-95
DIME Test ID: 2026-07-27-95-3
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: 2026-08-18
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: 08/04/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1541.9 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 7.4 grams | 0.0 % | 100 % | ||||
| 172.7 grams | -0.1 % | 89 % | ||||
| 378.2 grams | -0.1 % | 75 % | ||||
| 742.3 grams | -0.1 % | 52 % | ||||
| 943.0 grams | -0.9 % | 38 % | ||||
| 1105.4 grams | -0.8 % | 28 % | ||||
| 1219.3 grams | -1.2 % | 20 % | ||||
| 1304.6 grams | -0.8 % | 15 % | ||||
| 1361.3 grams | -0.7 % | 11 % | ||||
| 1401.7 grams | -0.6 % | 8.5 % | ||||
| 1505.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2026 ✔