Summary for Test 2024-09-09-64-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993119 DEA: 021J7104 EFIS: 0220000120 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-29.77/L30.88 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | TRINITY 3 PAVEMENT AND DRAINAGE |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Production Start-Up |
| A brief description of the sample | RAP Sample | The quantity of what the sample constitutes | PSE 2 bags |
| 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 | D79711B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA) | |
| Transportation Laboratory (TL) Number | 848627 | 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 | Tullis, Northstate 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 |
|---|---|---|
| 2024-09-37: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-09-64-1 |
Test Details
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DIME Sample ID: 2024-09-09-64
DIME Test ID: 2024-09-09-64-1
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: 2024-09-18
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 09/17/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1510.0 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 7.9 grams | 0.0 % | 99 % | ||||
| 177.3 grams | -0.1 % | 88 % | ||||
| 398.6 grams | -1.0 % | 73 % | ||||
| 759.5 grams | -1.0 % | 49 % | ||||
| 956.8 grams | -0.9 % | 36 % | ||||
| 1117.2 grams | -0.8 % | 25 % | ||||
| 1227.7 grams | -1.2 % | 17 % | ||||
| 1304.8 grams | -0.8 % | 13 % | ||||
| 1355.3 grams | -0.7 % | 10 % | ||||
| 1388.6 grams | -0.6 % | 7.4 % | ||||
| 1392.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/18/2024 ✔