Summary for Test 2020-08-12-2-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
| Award Date | 03/07/2019 |
| Closeout Date | 07/27/2023 |
| Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
| Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
| Sample Taken Date | 08/12/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 08/12/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP, R15 0.5% LAS |
| The quantity of what the sample constitutes | 2 Bags Of Coldfeed Agg., 1 Bag Of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Edmond | Last name of sampler or witnessed by | Jabbour |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0495A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Company | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 36R1504SPWC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona 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 | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-12-2
DIME Test ID: 2020-08-12-2-4
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: 2020-08-19
Test Results
Input Type: Measured
Tester's full name: Sebastian Ferrer
Date of test: 08/14/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500.0 grams
Mass of the pycnometer with water and aggregate (C): 962.6 grams
Mass of the pycnometer with water (B): 653.3 grams
Mass of the oven dried sample (before pycnometer) (A): 489.6 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500.0 grams
Mass of the oven dry aggregate (for absorption) (A): 489.6 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.567
Bulk specific gravity (SSD Basis): 2.622
Apparent specific gravity: 2.715
Absorption: 2.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2020 ✔
