Summary for Test 2025-10-13-22-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 10/13/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 10/15/2025 |
| 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 | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80086B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western Nevada Materials — Spanish Springs Drum Plant (Spanish Springs, NV) | Transportation Laboratory (TL) Number | 972021 |
| 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 | WNM Spanish Springs |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-10-22: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-10-13-22-2 |
Test Details
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DIME Sample ID: 2025-10-13-22
DIME Test ID: 2025-10-13-22-2
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: 2025-10-23
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 | ||||
|---|---|---|---|---|---|---|
| 1547.2 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 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 74.1 grams | -1.1 % | 94 % | ||||
| 545.4 grams | -2.3 % | 62 % | ||||
| 825.9 grams | -1.3 % | 45 % | ||||
| 1005.5 grams | -1.4 % | 34 % | ||||
| 1129.3 grams | -1.0 % | 26 % | ||||
| 1231.2 grams | 0.0 % | 20 % | ||||
| 1314.7 grams | -0.3 % | 15 % | ||||
| 1387.2 grams | 0.9 % | 11.2 % | ||||
| 1387.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/23/2025 ✔