Summary for Test 2020-06-26-6-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 214326 DEA: 07310404 EFIS: 0715000001 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-0.0/36.9 |
| Award Date | 10/17/2019 |
| Closeout Date | 03/29/2024 |
| Work Description | PLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project) |
| Location Description | LOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION |
| QA Service Level | 1 (Verified on 10/29/2019) |
Sample Information
| Sample Taken Date | 06/26/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/30/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP-R25 No LAS |
| The quantity of what the sample constitutes | PSUE 4 Bags of Coldfeed Agg. & 2 Bags Of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0391A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company | 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) | 91-19-0008, 91-36-0053 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 3566 | A detailed description of where the material sample was collected | Belt Cut at Granite Littlerock 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
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DIME Sample ID: 2020-06-26-6
DIME Test ID: 2020-06-26-6-4
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: 2020-07-07
Test Results
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 07/02/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 967.2 grams
Mass of the pycnometer with water (B): 655.8 grams
Mass of the oven dried sample (before pycnometer) (A): 491.8 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 491.8 grams
Test Sample Preparation: 6% Moisture
Bulk specific gravity: 2.608
Bulk specific gravity (SSD Basis): 2.651
Apparent specific gravity: 2.726
Absorption: 1.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2020 ✔