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Sample Record for 2025-01-29-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994662 DEA: 043Y5504 EFIS: 0423000260 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,ALA-580-4.7/4.8
Work Description: RETAINING WALL OVERTURNING FAILURE
Location Description:
Contractor Name: Viking Construction Company
Contractor Address: P O BOX 1508, RANCHO CORDOVE, CA 95742-1508
Resident Engineer: Paramjit Pandher Structure Rep.: John K. Parecadan

Sample Information

DIME Sample ID: 2025-01-29-10
TL Number from the TL Form: C012925
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: 01/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: VRN34SPAVAL6410
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 1

DIME Test ID: 2025-01-29-10-1
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: 02/03/2025
Date Tested: 02/03/2025
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: Lot 1 Sublot 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 2916.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4960.8 g
Mass of HMA Sample prior to ignition 2044.7 g
Corrected Asphalt Binder Content 4.96 %
Mass Loss 122 g
Mass of aggregate remaining after ignition 1922.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.86 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C