Summary for Test 2021-10-20-28-1
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 | 10/20/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 10/20/2021 |
| Sample type | Proficiency | A brief description of the sample | Sample 96 (B) |
| The quantity of what the sample constitutes | Solvent Prof. | From where was the sample collected | Other |
| First name of sampler or witnessed by | AASHTO resource | Last name of sampler or witnessed by | AASHTO resource |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 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 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | Not Applicable | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-20-28
DIME Test ID: 2021-10-20-28-1
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: 2021-11-29
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: 11/29/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2271.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 218.2 grams | 90.4 % | |||||
| 414.4 grams | 81.8 % | |||||
| 851.6 grams | 62.5 % | |||||
| 1542.7 grams | 32.1 % | |||||
| 1807.5 grams | 20.4 % | |||||
| 1972.5 grams | 13.2 % | |||||
| 2088.0 grams | 8.1 % | |||||
| 2172.9 grams | 4.3 % | |||||
| 2221.1 grams | 2.2 % | |||||
General comments (publicly viewable) (Max 1000 characters): Also ran T 164 as part of the Proficiency Sample and reported 5.35% binder content
Test was verified on 11/29/2021 ✔