Summary for Test 2023-05-15-58-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 05/15/2023 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Control Sample | A brief description of the sample | Laboratory Mixed Treated 3/4-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | Correction Factor Determination | 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 | D79228CF1 | Linked DIME Sample ID | 2023-05-15-54, 2023-05-15-55 |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815608 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-05-15-58
DIME Test ID: 2023-05-15-58-2
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: 2023-05-30
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Dennnis Hickey
Date of test: 05/25/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1989.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 234.9 grams | 88 % | |||||
| 464.1 grams | 77 % | |||||
| 1021.1 grams | 49 % | |||||
| 1383.9 grams | 30 % | |||||
| 1579.5 grams | 21 % | |||||
| 1687.0 grams | 15 % | |||||
| 1757.5 grams | 12 % | |||||
| 1804.0 grams | 9 % | |||||
| 1835.5 grams | 7.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2023 ✔