Summary for Test 2024-06-20-158-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 158 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2024 | Sample type | Acceptance |
| A brief description of the sample | 2 bags of Lime treated 3/4-inch Agg. | The quantity of what the sample constitutes | 750k |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Monte |
| Last name of sampler or witnessed by | Spencer | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79615B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction | |
| Transportation Laboratory (TL) Number | 692862 | 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 | Knife River 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 |
|---|---|---|
| 2024-07-19: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-06-20-158-3 |
Test Details
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DIME Sample ID: 2024-06-20-158
DIME Test ID: 2024-06-20-158-3
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: 2024-07-16
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: 07/16/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1880.9 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 % | ||||
| 71.9 grams | -0.1 % | 96 % | ||||
| 286.0 grams | -2.0 % | 83 % | ||||
| 925.6 grams | -0.4 % | 50 % | ||||
| 1247.3 grams | 0.5 % | 34 % | ||||
| 1411.8 grams | -0.2 % | 25 % | ||||
| 1527.8 grams | -0.7 % | 18 % | ||||
| 1630.6 grams | -1.0 % | 12 % | ||||
| 1707.0 grams | -0.9 % | 8 % | ||||
| 1756.2 grams | -0.8 % | 5.8 % | ||||
| 1760.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2024 ✔