Summary for Test 2022-07-11-59-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/11/2022 |
| Sample type | Department Acceptance | 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 | Clint | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PEI Tech | Telephone number of sampler | |
| Laboratory sample identification | D79084B | Linked DIME Sample ID | 2022-07-11-58, 2022-07-11-60 |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 891178 |
| 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 | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-11-59
DIME Test ID: 2022-07-11-59-3
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: 2022-07-28
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 07/15/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1976.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 293.8 grams | 85.1 % | |||||
| 641.6 grams | 67.5 % | |||||
| 960.5 grams | 51.4 % | |||||
| 1090.8 grams | 44.8 % | |||||
| 1340.3 grams | 32.2 % | |||||
| 1510.0 grams | 23.6 % | |||||
| 1623.4 grams | 17.8 % | |||||
| 1709.0 grams | 13.5 % | |||||
| 1773.0 grams | 10.3 % | |||||
| 1817.8 grams | 8.0 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔