Summary for Test 2024-10-17-66-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 10/17/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/17/2024 | Sample type | Production Start-Up |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 2 Bags RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79759B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 851393 | 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 |
|---|---|---|
| 2024-11-5: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-10-17-66-2 |
Test Details
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DIME Sample ID: 2024-10-17-66
DIME Test ID: 2024-10-17-66-2
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: 2024-11-04
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: 11/01/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1648.8 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 % | ||||
| 142.6 grams | -0.1 % | 91 % | ||||
| 361.9 grams | -1.0 % | 77 % | ||||
| 845.6 grams | -1.0 % | 48 % | ||||
| 1096.3 grams | -0.9 % | 33 % | ||||
| 1261.1 grams | -0.8 % | 23 % | ||||
| 1367.5 grams | -1.2 % | 16 % | ||||
| 1443.9 grams | -0.8 % | 12 % | ||||
| 1496.6 grams | -0.7 % | 9 % | ||||
| 1531.6 grams | -0.6 % | 6.5 % | ||||
| 1533.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2024 ✔