Summary for Test 2020-12-08-5-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
| Award Date | Not set |
| Closeout Date | 01/23/2023 |
| Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
| Sample Taken Date | 12/08/2020 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 12/16/2020 |
| Sample type | Verification | A brief description of the sample | 10K MS 3/4" HMA-A-SP R25 0.8%Dry Lime LAS |
| The quantity of what the sample constitutes | 2 Bags Coldfeed Virgin Agg, 2 Bags Combined L.T. Agg, 1 Bag Fine Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Granite Construction Company Littlerock | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0701A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company Littlerock | 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) | 91-19-0046, 91-19-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 13554 | A detailed description of where the material sample was collected | Belt Cut at Granite Littlerock Plant at 177.88 Tons |
| 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 | Lot number | 1 | |
| Sublot number | 18 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-12-08-5
DIME Test ID: 2020-12-08-5-4
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: 2020-12-30
Test Results
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 12/19/2020
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): 653.3 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: 2.664
Bulk specific gravity (SSD Basis): 2.687
Apparent specific gravity: 2.726
Absorption: 0.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/30/2020 ✔