Summary for Test 2020-01-28-6-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 01/28/2020 | 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 | 01/30/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R21 |
| The quantity of what the sample constitutes | PSUE 4 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Ibarra |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0121A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | 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 R21 | The fabricator/manufacturer designation for the sample | 220817A IRW SJR |
| The plant number | Unknown | 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 | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-01-28-6
DIME Test ID: 2020-01-28-6-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2020-03-17
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 02/04/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 965.9 grams
Mass of the pycnometer with water (B): 653.5 grams
Mass of the oven dried sample (before pycnometer) (A): 487.6 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 487.6 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.599
Bulk specific gravity (SSD Basis): 2.665
Apparent specific gravity: 2.783
Absorption: 2.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2020 ✔