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Sample Record for 2024-11-20-28

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

Project Information

Project ID: 994968 DEA: 120M82C4 EFIS: 1219000036 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-7.9/10.5
Work Description: Place RHMA-G and minor concrete and modify electrical system.
Location Description: In Orange County In Laguna Beach, On State Route 1 (Also Known As Pacific Coast Highway Or Sr-1) From Ruby Street (Pm 7.9) To Ledroit
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Artin Merati Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-11-20-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2024
The quantity of what the sample constitutes: 3/4 RHMAG
A brief description of the sample: 3/4 RHMAG
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-1077
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Irwindale

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-11-20-28-1
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: 12/04/2024
Date Tested: 11/26/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
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 4023.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6031.1 g
Mass of HMA Sample prior to ignition 2007.5 g
Corrected Asphalt Binder Content 7.03 %
Mass Loss 143.1 g
Mass of aggregate remaining after ignition 1864.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.1 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2024-11-20-28-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/04/2024
Date Tested: 11/26/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7309 grams
Mass of oven-dry sample in air for Sample 1 2513.6 grams
Mass of container filled with the sample and water for Sample 1 8780 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.411
Theoretical maximum density at 25°C (77°F) 150.1 lb/ft^3