Summary for Test 2025-04-22-50-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001178 DEA: 020J3904 EFIS: 0219000112 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | 08/01/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 04/14/2025) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 1 bag of Combined 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79859B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 823625 | 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 | 3/8-inch | 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 |
|---|---|---|
| 2025-04-6: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-04-22-50-3 |
Test Details
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DIME Sample ID: 2025-04-22-50
DIME Test ID: 2025-04-22-50-3
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: 2025-04-29
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: 04/29/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1518.5 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 % | ||||
| 11.4 grams | -1.3 % | 98 % | ||||
| 321.4 grams | 2.0 % | 81 % | ||||
| 661.2 grams | 1.3 % | 58 % | ||||
| 907.9 grams | 0.0 % | 40 % | ||||
| 1076.3 grams | -0.7 % | 28 % | ||||
| 1193.7 grams | -2.7 % | 19 % | ||||
| 1271.5 grams | -3.0 % | 13 % | ||||
| 1324.7 grams | -2.9 % | 9.9 % | ||||
| 1326.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2025 ✔