Summary for Test 2023-06-19-26-8
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/19/2023 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2023 | Sample type | Verification |
| A brief description of the sample | 3/4" Aggregate | The quantity of what the sample constitutes | 6 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Erik |
| Last name of sampler or witnessed by | Svensson | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 23-JMFPP-0127 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Vernalis | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-39-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | HMA Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-06-19-26
DIME Test ID: 2023-06-19-26-8
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-05
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 06/27/2023
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6730.6 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 64.8 grams | 99 % | |||||
| 1156.1 grams | 82 % | |||||
| 655.2 grams | 72 % | |||||
| 1771.3 grams | 46 % | |||||
| 771.6 grams | ||||||
| 428.4 grams | 20 % | |||||
| 135.6 grams | 12 % | |||||
| 65.1 grams | 8 % | |||||
| 44.0 grams | 6 % | |||||
| 30.9 grams | 4 % | |||||
| 18.0 grams | 3 % | |||||
| 1.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2023 ✔