Summary for Test 2020-04-02-9-4
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 | 04/02/2020 | Sample Unique Key | 9 |
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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 | 04/08/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 Aggregate/RAP |
The quantity of what the sample constitutes | JMF 15 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Blue Diamond Materials Victorville | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0190A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond Materials-Victorville | 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) | 91-36-0106::WHITE MOUNTAIN QUARRY |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 300154 LSM | A detailed description of where the material sample was collected | Belt Cut at Blue Diamond Victorville 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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-02-9
DIME Test ID: 2020-04-02-9-4
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: 2020-05-06
Test Results
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 04/14/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 962.8 grams
Mass of the pycnometer with water (B): 653.5 grams
Mass of the oven dried sample (before pycnometer) (A): 491.5 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 491.5 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.577
Bulk specific gravity (SSD Basis): 2.622
Apparent specific gravity: 2.698
Absorption: 1.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2020 ✔