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Sample Record for 2023-07-25-38

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

Project Information

Project ID: 993752 DEA: 120S7704 EFIS: 1221000038 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-R26.6
Work Description: INSTALL CLASS 2 BIKE LANES,WIDEN PVMT, MODIFY GORE ISLAND AND MEDIAN.
Location Description: ORANGE COUNTY IN IRVINE AT CULVER DRIVE UNDERCROSSING
Contractor Name: Calpromax Engineering, Inc.
Contractor Address: 700 S Van Buren Street, Suite C, Placentia, CA 92870
Resident Engineer: Arezo Ghiam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-25-38
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: 07/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2023
The quantity of what the sample constitutes: HMA, AGG, RAP
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-0716
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Irvine

Material Information

HMA Type: Type A HMA
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: 2023-07-25-38-1
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: 07/28/2023
Date Tested: 07/27/2023
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 3952.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6007.4 g
Mass of HMA Sample prior to ignition 2054.9 g
Corrected Asphalt Binder Content 4.62 %
Mass Loss 100 g
Mass of aggregate remaining after ignition 1954.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.25 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2023-07-25-38-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/28/2023
Date Tested: 07/27/2023
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 tests 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 7309.2 grams
Mass of oven-dry sample in air for Sample 1 2567.7 grams
Mass of container filled with the sample and water for Sample 1 8863.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.534
Theoretical maximum density at 25°C (77°F) 157.7 lb/ft^3