Summary for Test 2025-06-26-64-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000117 DEA: 020J0104 EFIS: 0219000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-4.2/4.8 |
| Award Date | 07/11/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, CCTV TOWER AND INSTALL LIGHTING SYSTEM. |
| Location Description | TEHAMA COUNTY ABOUT 7.0 MILES SOUTH OF LOS MOLINOS FROM 0.3 MILE SOUTH OF SOUTH AVENUE TO 0.6 MILE SOUTH OF VINA ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 06/26/2025 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2025 | Sample type | Production Start-Up |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 1 Bag RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79936B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River, Orland | |
| Transportation Laboratory (TL) Number | 858143 | 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 | Orland Plant |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-07-9: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-06-26-64-1 |
Test Details
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DIME Sample ID: 2025-06-26-64
DIME Test ID: 2025-06-26-64-1
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: 2025-07-09
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 07/07/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1543.2 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 51.1 grams | -0.1 % | 97 % | ||||
| 174.1 grams | -0.2 % | 89 % | ||||
| 645.9 grams | -0.4 % | 58 % | ||||
| 933.7 grams | 0.5 % | 40 % | ||||
| 1097.0 grams | -0.2 % | 29 % | ||||
| 1216.2 grams | -0.7 % | 20 % | ||||
| 1319.3 grams | -1.0 % | 14 % | ||||
| 1382.4 grams | -0.9 % | 10 % | ||||
| 1419.8 grams | -0.8 % | 7.2 % | ||||
| 1420.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2025 ✔