Summary for Test 2024-06-21-76-1
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 | 06/21/2024 | Sample Unique Key | 76 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/03/2024 |
| Sample type | Acceptance | A brief description of the sample | 1 bag of RAP |
| The quantity of what the sample constitutes | 750 Tons | 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 | D79628B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 692866 |
| 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 | KRC Orland |
|---|---|---|---|
| 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 |
|---|---|---|
| 2024-07-24: HMA Aggregates (Size 3/4"): Type A HMA - Batch Plant - Sieve Analysis With RAP | 2 | 2024-06-21-76-1 |
Test Details
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DIME Sample ID: 2024-06-21-76
DIME Test ID: 2024-06-21-76-1
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: 2024-07-18
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/18/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1524.6 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 % | ||||
| 40.9 grams | -0.1 % | 97 % | ||||
| 195.4 grams | -2.0 % | 85 % | ||||
| 670.1 grams | -0.4 % | 56 % | ||||
| 964.4 grams | 0.5 % | 37 % | ||||
| 1117.1 grams | -0.2 % | 27 % | ||||
| 1218.6 grams | -0.7 % | 19 % | ||||
| 1305.4 grams | -1.0 % | 13 % | ||||
| 1366.4 grams | -0.9 % | 9 % | ||||
| 1403.3 grams | -0.8 % | 7.2 % | ||||
| 1404.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2024 ✔