Summary for Test 2024-04-27-30-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 04/27/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags of Combined RAP (1/2-inch) | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | R. |
| Last name of sampler or witnessed by | Melvin | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79487 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 899683 | 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 |
|---|---|---|
| 2024-08-14: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-04-27-30-2 |
Test Details
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DIME Sample ID: 2024-04-27-30
DIME Test ID: 2024-04-27-30-2
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: 2024-08-16
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/28/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1583.3 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 % | ||||
| 230.1 grams | -0.1 % | 85 % | ||||
| 454.5 grams | -1.0 % | 70 % | ||||
| 786.7 grams | -1.0 % | 49 % | ||||
| 1001.3 grams | -0.9 % | 36 % | ||||
| 1166.2 grams | -0.8 % | 26 % | ||||
| 1277.2 grams | -1.2 % | 18 % | ||||
| 1353.3 grams | -0.8 % | 14 % | ||||
| 1407.2 grams | -0.7 % | 10 % | ||||
| 1443.9 grams | -0.6 % | 8.2 % | ||||
| 1444.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2024 ✔