Summary for Test 2025-07-21-49-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001465 DEA: 022K7004 EFIS: 0225000139 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-78.7 |
| Award Date | 04/04/2025 |
| Closeout Date | 09/22/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/28/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags 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 | CGI |
| Last name of sampler or witnessed by | CGI | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79973B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 036702 | 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 |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-08-2: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-07-21-49-1 |
Test Details
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DIME Sample ID: 2025-07-21-49
DIME Test ID: 2025-07-21-49-1
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: 2025-08-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 08/04/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1593.2 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 % | ||||
| 24.3 grams | -1.3 % | 97 % | ||||
| 561.2 grams | 2.0 % | 67 % | ||||
| 898.9 grams | 1.3 % | 45 % | ||||
| 1112.0 grams | 0.0 % | 30 % | ||||
| 1240.5 grams | -0.7 % | 21 % | ||||
| 1326.6 grams | -2.7 % | 14 % | ||||
| 1385.1 grams | -3.0 % | 10 % | ||||
| 1427.3 grams | -2.9 % | 7.5 % | ||||
| 1428.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2025 ✔