Summary for Test 1900-04-25-1-8
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-68-1.6/L4.1 |
| Award Date | 02/19/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL. |
| Location Description | MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/25/1900 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 04/25/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU Sample |
| The quantity of what the sample constitutes | 750 tons or one day production | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Doe |
| Title of sampler | TET | Telephone number of sampler | 123-456-7890 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Daniel Gingras HMA Inc. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1-1 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 123456789 |
|---|---|---|---|
| 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 | Per CTM 125 at the 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 | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 1900-04-25-1
DIME Test ID: 1900-04-25-1-8
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2025-04-25
Test Results
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/25/2025
Test Sample Preparation: 6% Moisture
Bulk specific gravity: 2.600
Bulk specific gravity (SSD Basis): 2.650
Apparent specific gravity: 2.700
Absorption: 2.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2025 ✔