Summary for Test 2023-07-11-73-4
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 | 07/11/2023 | Sample Unique Key | 73 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2023 | Sample type | Production Start-Up |
| A brief description of the sample | Combined RAP | 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 | Dave and Craig "Clint" |
| Last name of sampler or witnessed by | Lockett and Rogers | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79292B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 036763 | 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 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-07-11-73
DIME Test ID: 2023-07-11-73-4
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: 2023-11-13
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: 07/18/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1499.1 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.2 % | 100 % | ||||
| 153.9 grams | 0.2 % | 90 % | ||||
| 351.2 grams | -1.0 % | 76 % | ||||
| 694.1 grams | -0.4 % | 53 % | ||||
| 925.2 grams | -0.4 % | 38 % | ||||
| 1081.7 grams | -0.5 % | 27 % | ||||
| 1188.4 grams | -0.8 % | 20 % | ||||
| 1270.8 grams | -0.7 % | 15 % | ||||
| 1333.7 grams | -0.8 % | 10 % | ||||
| 1374.4 grams | -0.6 % | 7.7 % | ||||
| 1380.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/13/2023 ✔