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Sample Record for 2024-12-05-38

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Project Information

Project ID: 1000274 DEA: 041X2804 EFIS: 0424000295 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-11.2 or 15.5
Work Description: Repair Slip Out
Location Description: Niles Canyon
Contractor Name: Pacific Coast Drilling Co., Inc. (Aaron Sykes)
Contractor Address: 364 Bellevue Ave., Santa Rosa 95407
Resident Engineer: Eddie Dike Structure Rep.: Jordan Jarosz

Sample Information

DIME Sample ID: 2024-12-05-38
TL Number from the TL Form: C120524
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4-inch HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 220304
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-12-05-38-1
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)
Verified Date: 12/10/2024
Date Tested: 12/09/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Burn #1
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2870.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4889.2 g
Mass of HMA Sample prior to ignition 2019 g
Corrected Asphalt Binder Content 4.84 %
Mass Loss 124.7 g
Mass of aggregate remaining after ignition 1894.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C