Summary for Test 2022-03-07-12-2
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 | 03/07/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 03/15/2022 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA WMA PG 64-10 with 25% RAP |
| The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Erika | Last name of sampler or witnessed by | Gonzalez |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 22-JMFPP-0030 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Pleasonton | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0010 |
|---|---|---|---|
| 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 | Plant | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-03-07-12
DIME Test ID: 2022-03-07-12-2
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: 2022-03-17
Test Results
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 03/16/2022
Mass of saturated surface dry sample (before pycnometer) (S): 501.2 grams
Mass of the pycnometer with water and aggregate (C): 974.9 grams
Mass of the pycnometer with water (B): 662 grams
Mass of the oven dried sample (before pycnometer) (A): 490.7 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 501.2 grams
Mass of the oven dry aggregate (for absorption) (A): 490.7 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.606
Bulk specific gravity (SSD Basis): 2.662
Apparent specific gravity: 2.760
Absorption: 2.1 %
General comments (publicly viewable) (Max 1000 characters): Bulk specific gravity (SSD) of fine aggregate - Bulk specific gravity of fine aggregate - Bulk specific gravity of fine aggregate - Apparent specific gravity of supplemental fines - Absorption of fine aggregate.
Test was verified on 3/17/2022 ✔