Summary for Test 2020-06-09-12-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 06/09/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 06/16/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R15 0.50% LAS |
| The quantity of what the sample constitutes | 8 bags of Agg. & 2 bags of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Sun Valley | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0338A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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) | 91-19-0017-, 91-19-0019, 91-19-0021 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 320914 SVA LTR | A detailed description of where the material sample was collected | Belt cut of Coarse and Fine Aggregate at Source |
| 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-09-12
DIME Test ID: 2020-06-09-12-4
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: 2020-06-26
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 06/25/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 969.8 grams
Mass of the pycnometer with water (B): 655 grams
Mass of the oven dried sample (before pycnometer) (A): 495.7 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 495.7 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.677
Bulk specific gravity (SSD Basis): 2.700
Apparent specific gravity: 2.740
Absorption: 0.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2020 ✔