Summary for Test 2025-10-20-33-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001783 DEA: 021K9004 EFIS: 0225000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | D2 Park Fire DO |
| Location Description | Various Locations |
| QA Service Level | 1 (Verified on 10/22/2025) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 10/20/2025 |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80097B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858150 |
| 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 | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-10-23: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-10-20-33-3 |
Test Details
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DIME Sample ID: 2025-10-20-33
DIME Test ID: 2025-10-20-33-3
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: 2025-10-28
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: 10/24/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1568.8 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 % | ||||
| 6.5 grams | -1.3 % | 98 % | ||||
| 421.4 grams | 2.0 % | 75 % | ||||
| 748.3 grams | 1.3 % | 54 % | ||||
| 961.9 grams | 0.0 % | 39 % | ||||
| 1108.0 grams | -0.7 % | 29 % | ||||
| 1221.4 grams | -2.7 % | 19 % | ||||
| 1309.8 grams | -3.0 % | 14 % | ||||
| 1377.4 grams | -2.9 % | 9.3 % | ||||
| 1378.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2025 ✔