Summary for Test 2020-06-30-48-5
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 |
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DIST-CO-RTE-PM | 04-SCL-152-7.6/M10.2 |
Award Date | 05/24/2019 |
Closeout Date | 04/12/2021 |
Work Description | ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES. |
Location Description | SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101 |
QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
Sample Taken Date | 06/30/2020 | Sample Unique Key | 48 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/02/2020 |
Sample type | Verification | A brief description of the sample | HMA Sample |
The quantity of what the sample constitutes | 20 boxes | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | purvey | Last name of sampler or witnessed by | Shah |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction Company | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/8 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-30-48
DIME Test ID: 2020-06-30-48-5
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2020-08-05
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 07/07/2020
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 1586.0 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1483.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.33 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 6.15 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2020 ✔