Summary for Test 2019-08-29-7-4
Test performed: AASHTO T84-14Project Information
Project Identifiers | Project ID: 213603 DEA: 07301504 EFIS: 0714000020 |
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DIST-CO-RTE-PM | 07-LA-1,10-R34.6/35.2,R2.1/18.4 |
Award Date | 11/19/2018 |
Closeout Date | 01/18/2022 |
Work Description | REPLACING CONCRETE AND AC PAVEMENT |
Location Description | LOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION |
QA Service Level | 1 (Verified on 07/26/2019) |
Sample Information
Sample Taken Date | 08/29/2019 | Sample Unique Key | 7 |
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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 | 09/04/2019 |
Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R15 |
The quantity of what the sample constitutes | JMF 5 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0514A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fish Canyon - 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 |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 320819A IRW LTR |
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 | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-08-29-7
DIME Test ID: 2019-08-29-7-4
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: 2019-10-15
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 09/04/2019
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 967.7 grams
Mass of the pycnometer with water (B): 654.3 grams
Mass of the oven dried sample (before pycnometer) (A): 491.3 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 491.3 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.633
Bulk specific gravity (SSD Basis): 2.680
Apparent specific gravity: 2.762
Absorption: 1.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔