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Sample Record for 2024-06-27-91

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Project Information

Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-49.7/54.6
Work Description: Cholame Segment
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Andrew Borrelli Structure Rep.: Dave Lewis

Sample Information

DIME Sample ID: 2024-06-27-91
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2024
The quantity of what the sample constitutes: L220596T L2 SL5 - 789 tons
A brief description of the sample: 3/4 HMA boxes, Aggs, Rap, and Oil
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Templeton

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 5
HMA Mix Number: L220596T
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: 2024-06-27-91-1
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: 08/08/2024
Date Tested: 08/07/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4204.4 g
Mass of the specimen and specimen basket assembly prior to ignition 6254 g
Mass of HMA Sample prior to ignition 2049.6 g
Corrected Asphalt Binder Content 5.2 %
Mass Loss 135.9 g
Mass of aggregate remaining after ignition 1913.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.25 %
Moisture Content 0.01 %
Temperature Compensation Factor 0.17 %
Test Temperature 482 C