Summary for Test 2021-09-08-9-2
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 215687 DEA: 074W6104 EFIS: 0719000104 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-18-0.0/4.5 |
| Award Date | 05/26/2021 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | LOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138 |
| QA Service Level | 1 (Verified on 07/01/2021) |
Sample Information
| Sample Taken Date | 09/08/2021 | 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 | 09/10/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.3% Evo |
| The quantity of what the sample constitutes | 4 Bags of Combined Aggregate, 1 Bag of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Granite | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0523A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction - Big Rock | 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::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 1639 | A detailed description of where the material sample was collected | Belt Cut at Granite Bigrock |
| 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 | 1 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-08-9
DIME Test ID: 2021-09-08-9-2
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: 2021-09-22
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 09/15/2021
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 970.7 grams
Mass of the pycnometer with water (B): 655.7 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: 2.679
Bulk specific gravity (SSD Basis): 2.703
Apparent specific gravity: 2.743
Absorption: 0.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2021 ✔