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Sample Record for 2026-03-25-30

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

Project Information

Project ID: 993812 DEA: 11431274 EFIS: 1121000129 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R0.3/R36.0
Work Description: CMGC Project- Restore the pavement to a state of good repair through roadway rehabilitation, pavement preservation, drainage restoration, transportation management system upgrades, and American with Disabilities Act (ADA) infrastructure improvements.
Location Description: SD County
Contractor Name: Kiewit Infrastrucure
Contractor Address: West 2200 Columbia House Boulevard, Vancouver, WA 98661
Resident Engineer: Timothy Poppe Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-03-25-30
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: 03/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2026
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: Daily Production
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218180AH
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type:

Test Results

Test

DIME Test ID: 2026-03-25-30-2
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: 04/02/2026
Date Tested: 04/03/2026
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: Complies, Tested 2.463, Target 2.460
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 no data
Mass of container filled with water 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1527.7 grams
Mass of container filled with the sample and water for Sample 1 8383.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.463
Theoretical maximum density at 25°C (77°F) 153.3 lb/ft^3

Test

DIME Test ID: 2026-03-25-30-3
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: 04/02/2026
Date Tested: 04/03/2026
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: Complies, Tested 7.57%, Target 7.5%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4042.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5570.5 g
Mass of HMA Sample prior to ignition 1528.3 g
Corrected Asphalt Binder Content 7.57 %
Mass Loss 116.1 g
Mass of aggregate remaining after ignition 1412.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.03 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F