Summary for Test 2020-02-08-1-4
Test performed: AASHTO T84-14Project Information
Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
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DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
Award Date | 11/10/2017 |
Closeout Date | 01/14/2021 |
Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
Sample Taken Date | 02/08/2020 | Sample Unique Key | 1 |
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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 | 02/10/2020 |
Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 14 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Oro Grande | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0126A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Oro Grande | 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) | Calmat, Lucerne Valley, Oro Grande |
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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 | 324109 ORO SJR |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Oro Grande 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: 2020-02-08-1
DIME Test ID: 2020-02-08-1-4
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: 02/12/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 979.7 grams
Mass of the pycnometer with water (B): 663.7 grams
Mass of the oven dried sample (before pycnometer) (A): 496.7 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 496.7 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.699
Bulk specific gravity (SSD Basis): 2.717
Apparent specific gravity: 2.749
Absorption: 0.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2020 ✔