Summary for Test 2026-07-16-76-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 07/16/2026 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/16/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 bag 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 | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80296B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | |
| Transportation Laboratory (TL) Number | 896868 | 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 | Dig It Construction |
|---|---|---|---|
| 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 |
|---|---|---|
| 2026-08-1: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-07-16-76-3 |
Test Details
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DIME Sample ID: 2026-07-16-76
DIME Test ID: 2026-07-16-76-3
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: 2026-08-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/03/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1997.6 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 % | ||||
| 0.0 grams | 0.2 % | 100 % | ||||
| 59.3 grams | 0.9 % | 98 % | ||||
| 737.1 grams | 4.1 % | 67 % | ||||
| 1114.9 grams | 2.7 % | 47 % | ||||
| 1367.8 grams | 1.4 % | 33 % | ||||
| 1528.4 grams | 0.8 % | 24 % | ||||
| 1647.2 grams | 0.1 % | 18 % | ||||
| 1738.1 grams | -0.3 % | 13 % | ||||
| 1803.4 grams | -0.3 % | 9.4 % | ||||
| 1809.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2026 ✔