Summary for Test 2023-08-14-66-2
Test performed: AASHTO T84-14Project Information
Project Identifiers | Project ID: 995022 DEA: 09392104 EFIS: 0922000034 |
---|---|
DIST-CO-RTE-PM | 09--58-R107.7/R118.0 |
Award Date | 04/12/2023 |
Closeout Date | 11/01/2023 |
Work Description | Place RHMA-G (Bonded Wearing Course) over existing pavement. |
Location Description | IN KERN COUNTY ABOUT 17 MILES EAST OF TEHACHAPI FROM 0.1 MILE EAST OF CACHE CREEK BRIDGE TO 1.8 MILES EAST OF BUSINESS ROUTE 58 OVERCROSSING. |
QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
Sample Taken Date | 08/14/2023 | Sample Unique Key | 66 |
---|---|---|---|
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 | 08/24/2023 |
Sample type | Verification | A brief description of the sample | PSUE 1/2" RHMA-G 1.0% LSM |
The quantity of what the sample constitutes | 6 Bags Of Bin agg., 3 Bags Of L.T. Comb. Agg. | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | STUWART | Last name of sampler or witnessed by | Ahumada |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0428G-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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) | 91-15-0068 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Belt Cut at Griffith, Edmonston-LEBEC | |
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 | GRF-20-G3-12RHMA-LSM | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-14-66
DIME Test ID: 2023-08-14-66-2
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: 2023-10-18
Test Results
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 08/28/2023
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 994.5 grams
Mass of the pycnometer with water (B): 674.6 grams
Mass of the oven dried sample (before pycnometer) (A): 492.7 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 492.7 grams
Test Sample Preparation: 6% Moisture
Bulk specific gravity: 2.736
Bulk specific gravity (SSD Basis): 2.776
Apparent specific gravity: 2.851
Absorption: 1.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/18/2023 ✔