Summary for Test 2024-04-24-93-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 04/24/2024 | Sample Unique Key | 93 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/24/2024 | Sample type | Acceptance |
| A brief description of the sample | 1 bag of Combined RAP (1/2-inch) | The quantity of what the sample constitutes | 750 tons of 3500 tons |
| 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 | D79473B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 035785 | 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | 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 |
|---|---|---|
| 2024-06-1: JMF 24-04-001 | 2 | 2024-04-24-93-2 |
Test Details
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DIME Sample ID: 2024-04-24-93
DIME Test ID: 2024-04-24-93-2
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: 2024-06-02
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Joe Mishoe
Date of test: 05/01/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1601.7 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 % | ||||
| 86.8 grams | -0.1 % | 94 % | ||||
| 237.0 grams | -1.0 % | 84 % | ||||
| 612.6 grams | -1.0 % | 61 % | ||||
| 895.2 grams | -0.9 % | 43 % | ||||
| 1093.4 grams | -0.8 % | 31 % | ||||
| 1226.6 grams | -1.2 % | 22 % | ||||
| 1324.5 grams | -0.8 % | 17 % | ||||
| 1398.9 grams | -0.7 % | 12 % | ||||
| 1454.7 grams | -0.6 % | 8.6 % | ||||
| 1468.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2024 ✔