Summary for Test 2022-01-31-9-10
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4/R52.6 |
| Award Date | 09/07/2021 |
| Closeout Date | Not set |
| Work Description | CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad |
| Location Description | IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/23/2021) |
Sample Information
| Sample Taken Date | 01/31/2022 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 02/01/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 12 boxes, 3 bags, 2 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | MARCO | Last name of sampler or witnessed by | ESTUDILLO |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035::CHULA VISTA |
|---|---|---|---|
| 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 | At the 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-01-31-9
DIME Test ID: 2022-01-31-9-10
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-08-29
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 02/03/2022
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7477.4 grams
Mass of oven-dry sample in air for Sample 1: 1564.4 grams
Mass of container filled with the sample and water for Sample 1: 8392 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.408
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters): RAP
Test was verified on 8/29/2024 ✔