Summary for Test 2022-10-28-64-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
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DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 10/28/2022 | Sample Unique Key | 64 |
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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 | 11/09/2022 |
Sample type | Quality Assurance | A brief description of the sample | Hot mix asphalt |
The quantity of what the sample constitutes | 1 box | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Cody | Last name of sampler or witnessed by | Brown |
Title of sampler | Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Dutra Richmond | Transportation Laboratory (TL) Number | 101267 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 1 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 1 |
Sublot number | 1 | HMA Mix Number | DO4 JMF 22 016 |
Test Details
DIME Sample ID: 2022-10-28-64
DIME Test ID: 2022-10-28-64-2
Testing Lab: CT D04 - Petaluma Field 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: 2023-03-22
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 11/29/2022
Test procedure used?: Method A
Mass of the specimen basket assembly: 3085.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5112.5 g
Mass of HMA Sample prior to ignition: 2027.5 g
Mass Loss: 121.8 g
Mass of aggregate remaining after ignition: 1905.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.05 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 900 F
Corrected Asphalt Binder Content: 4.81 %
General comments (publicly viewable) (Max 1000 characters): Tolerance = 4.9% to 5.7%
Test was verified on 3/22/2023 ✔