Summary for Test 2025-04-17-40-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-46.6/46.6 |
| Award Date | 02/28/2025 |
| Closeout Date | 07/14/2025 |
| Work Description | Siskiyou 96 Potential Landslide DO Storm Damage |
| Location Description | IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD |
| QA Service Level | 1 (Verified on 04/22/2025) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/17/2025 | Sample type | Acceptance |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 2 Bags RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Giuliano |
| Last name of sampler or witnessed by | Giuntoli | Title of sampler | JET |
| Telephone number of sampler | Laboratory sample identification | D79856B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 823566 | 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 |
|---|---|---|
| 2025-04-5: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP | 2 | 2025-04-17-40-3 |
Test Details
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DIME Sample ID: 2025-04-17-40
DIME Test ID: 2025-04-17-40-3
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: 2025-04-23
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 04/22/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1538.5 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 % | ||||
| 5.9 grams | -1.3 % | 98 % | ||||
| 338.2 grams | 2.0 % | 80 % | ||||
| 685.4 grams | 1.3 % | 57 % | ||||
| 937.7 grams | 0.0 % | 39 % | ||||
| 1104.8 grams | -0.7 % | 27 % | ||||
| 1219.3 grams | -2.7 % | 18 % | ||||
| 1294.5 grams | -3.0 % | 13 % | ||||
| 1347.2 grams | -2.9 % | 9.5 % | ||||
| 1348.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2025 ✔