Summary for Test 2020-04-27-4-4
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 | 04/27/2020 | Sample Unique Key | 4 |
---|---|---|---|
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 | 04/29/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R25 Aggregate and RAP |
The quantity of what the sample constitutes | PSUE 6 Bags | 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 | QC Technician | Telephone number of sampler | |
Laboratory sample identification | 0204A-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) | 91-19-0008, 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 | 2265 | A detailed description of where the material sample was collected | Belt Cut at Granite Little Rock 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
DIME Sample ID: 2020-04-27-4
DIME Test ID: 2020-04-27-4-4
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: 2020-05-07
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 04/29/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 968.4 grams
Mass of the pycnometer with water (B): 655 grams
Mass of the oven dried sample (before pycnometer) (A): 494.5 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 494.5 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.650
Bulk specific gravity (SSD Basis): 2.680
Apparent specific gravity: 2.731
Absorption: 1.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔