Summary for Test 2022-11-22-45-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 55555 DEA: AMRL EFIS: AMRL |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL). |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/22/2022 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 11/22/2022 |
| Sample type | Proficiency | A brief description of the sample | SAMPLE 45 (A) 1/2 HMA Type A |
| The quantity of what the sample constitutes | 1 box 4 small bags in side | From where was the sample collected | Source |
| First name of sampler or witnessed by | Glenn | Last name of sampler or witnessed by | Glenn |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 022-098 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AASHTO resource | Transportation Laboratory (TL) Number | |
| 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 | 1/2 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
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: 2022-11-22-45
DIME Test ID: 2022-11-22-45-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-12-20
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 12/20/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1522.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 132.2 grams | 91.3 % | |||||
| 254.2 grams | 83.3 % | |||||
| 659.3 grams | 56.7 % | |||||
| 989.2 grams | 35 % | |||||
| 1069.3 grams | 29.8 % | |||||
| 1114.4 grams | 26.8 % | |||||
| 1189.2 grams | 21.9 % | |||||
| 1369.2 grams | 10.1 % | |||||
| 1467.1 grams | 3.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/20/2022 ✔