Summary for Test 2022-10-20-74-3
Test performed: AASHTO T84-14Project 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 | 10/20/2022 | Sample Unique Key | 74 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/26/2023 | Sample type | Informational |
| A brief description of the sample | 1/2 Aggregate | The quantity of what the sample constitutes | 1 bag |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | 23-JMF-0005 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Legrand Rock & Asphalt, Inc. | |
| 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) | 91-24-0007 |
|---|---|---|---|
| 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 | Belt cut | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-20-74
DIME Test ID: 2022-10-20-74-3
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2023-02-01
Test Results
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 02/01/2023
| 501.2 grams | ||||||
| 977.1 grams | ||||||
| 661.9 grams | ||||||
| 490.6 grams | ||||||
| 501.2 grams | ||||||
| 490.6 grams | ||||||
| Total Saturation | ||||||
2.638 | ||||||
2.695 | ||||||
2.797 | ||||||
2.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Please provide the following results:
Bulk specific gravity (SSD) of fine aggregate
Bulk specific gravity of fine aggregate
Apparent specific gravity of fine aggregate
Apparent specific gravity of supplemental fines
Absorption of fine aggregate
Test was verified on 2/1/2023 ✔