Summary for Test 2019-04-04-9-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
|---|---|
| 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 | 04/04/2019 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/05/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP |
| The quantity of what the sample constitutes | 8 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Fransisco |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0214A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Company - Oro Grande | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-36-0042::HI-GRADE MATERIALS COMPANY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP | The fabricator/manufacturer designation for the sample | 324109 SJR - ORO |
| The plant number | Unknown | A detailed description of where the material sample was collected | Manufacturer |
| 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
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DIME Sample ID: 2019-04-04-9
DIME Test ID: 2019-04-04-9-4
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: 2019-04-30
Test Results
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 04/09/2019
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 969.9 grams
Mass of the pycnometer with water (B): 655 grams
Mass of the oven dried sample (before pycnometer) (A): 495.8 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 495.8 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.679
Bulk specific gravity (SSD Basis): 2.701
Apparent specific gravity: 2.741
Absorption: 0.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2019 ✔