Summary for Test 2024-11-06-45-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-8.7/12.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 04/21/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD |
| QA Service Level | 1 (Verified on 10/26/2022) |
Sample Information
| Sample Taken Date | 11/06/2024 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/07/2024 | Sample type | Acceptance |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 1 Bag RAP |
| 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 | D79769B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Construction - Sierra Cascade Aggregate and Asphalt Products - Chester, CA | |
| Transportation Laboratory (TL) Number | 848921 | 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 | Dig It Construction |
|---|---|---|---|
| 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 |
|---|---|---|
| 2024-11-8: HMA Aggregates (Size 3/8"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-11-06-45-3 |
Test Details
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DIME Sample ID: 2024-11-06-45
DIME Test ID: 2024-11-06-45-3
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: 2024-11-18
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/18/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1329.4 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 % | ||||
| 6.4 grams | 0.9 % | 100 % | ||||
| 351.9 grams | 4.1 % | 78 % | ||||
| 653.5 grams | 2.2 % | 53 % | ||||
| 843.4 grams | 1.4 % | 38 % | ||||
| 969.2 grams | 0.8 % | 28 % | ||||
| 1066.3 grams | 0.1 % | 20 % | ||||
| 1148.9 grams | -0.3 % | 13 % | ||||
| 1207.4 grams | -0.3 % | 8.9 % | ||||
| 1223.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2024 ✔