Summary for Test 2020-09-03-6-6
Test performed: CTM 207-March 2012Project Information
| Project Identifiers | Project ID: 7428 DEA: 07215944 EFIS: 0700001834 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-4.0/5.9 |
| Award Date | 08/23/2012 |
| Closeout Date | 07/02/2021 |
| Work Description | RECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES. |
| Location Description | LOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/07/2012) |
Sample Information
| Sample Taken Date | 09/03/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 09/04/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A R15 0.50% LAS |
| The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Warrick |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0525A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials | 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) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 220805A IRW VAL | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 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: 2020-09-03-6
DIME Test ID: 2020-09-03-6-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 207-March 2012: Method of Test for Specific Gravity and Absorption of Fine Aggregate
Test Release Date: 2020-09-17
Test Results
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 09/08/2020
Mass of Flask: 153.2 grams
Mass of Sand (SSD): 520.6 grams
Mass of Sand (OD): 509.0 grams
Mass of Flask + Water + Sand: 967.2 grams
Mass of Water: 314.0 grams
Sand Volume: 186.0 cm^3
% Absorption: 2.3 %
Specific Gravity: 2.69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2020 ✔