Summary for Test 2020-11-18-12-4
Test performed: AASHTO T84-14Project Information
Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
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DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
Award Date | 04/24/2014 |
Closeout Date | 07/14/2022 |
Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
Sample Taken Date | 11/18/2020 | Sample Unique Key | 12 |
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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 | 11/19/2020 |
Sample type | Verification | A brief description of the sample | PSUE 1/2" RHMA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 6 Bags Of Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Brook |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0672G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials Sun Valley 3 | 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 |
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The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
The plant number | 326120 SVA3 VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 3 |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-11-18-12
DIME Test ID: 2020-11-18-12-4
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: 2020-12-01
Test Results
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 11/21/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500.0 grams
Mass of the pycnometer with water and aggregate (C): 988.7 grams
Mass of the pycnometer with water (B): 674.7 grams
Mass of the oven dried sample (before pycnometer) (A): 491.9 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500.0 grams
Mass of the oven dry aggregate (for absorption) (A): 491.9 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.645
Bulk specific gravity (SSD Basis): 2.688
Apparent specific gravity: 2.765
Absorption: 1.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/1/2020 ✔