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Sample Record for 2024-12-18-43

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

Project Information

Project ID: 1000187 DEA: 112N1674 EFIS: 1122000280 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-86-R34.8/64.1
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE,& JOINT SEALS.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM TRIFOLIUM CANAL BRIDGE (58-0017) TO GODETIA DITCH BRIDGE (58-0067)
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23RD ST, TEMPE AZ 85282
Resident Engineer: Guillermo Sillas Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-12-18-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2025
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 1502-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 39
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: 2024-12-18-43-1
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: 01/30/2025
Date Tested: 01/28/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target = 4.5%
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 4018.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5553.1 g
Mass of HMA Sample prior to ignition 1534.4 g
Corrected Asphalt Binder Content 4.57 %
Mass Loss 75.2 g
Mass of aggregate remaining after ignition 1459.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.33 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2024-12-18-43-2
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: 01/30/2025
Date Tested: 01/28/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1512.9 grams
Mass of container filled with the sample and water for Sample 1 8392.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.538
Theoretical maximum density at 25°C (77°F) 158 lb/ft^3